HomeMy WebLinkAboutProduct Approval �T
WINDOW/DOOR SCHEDULE
APPDX IMPACT PROTECTION
ID O OPENING DESIGNATION TYPE IMPACT NEW * REMARKS
GLASS SHUTTER EXISTING
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37"X 63" 25 I SH X EXAMPLE
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MIAMI-DADE MIAMI-RADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC!RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION j T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy
PGT Industries,Inc. .
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if lit is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.-
DESCRIPTION: Series"SH7700A"Aluminum Single Hung Window—L.M.I.
APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)",
sheets 1 through I1 of 11, dated 04/01/18,prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of
Acceptance number and approval date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after,the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of thel product or process.Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety. I
INSPECTION: A copy of this entire NOA I shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection)at the job site at the request of the Building Official.
This NOA consists of this page 1 and evidence pages E-I and E-2,as well as approval document mentioned
above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.15-0430.06
CMILMAAMIM-DADE couNrx Ex irationDate: Au ust23,2023
i C=OUNTY
Approval Date: August 23,2018
Page I
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
i
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1
through 11 of 11, dated 04/01%18, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
S) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entryl Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum single hung
window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.
FTL-18-7835.1,dated 04/03/18!; signed and sealed by Idahnis Ortega,P.E.
2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4) Large Missile Impact Test'per FBC, TAS 201-94
5) Cyclic WindjPressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.
ed and sealed b Idalmis Ortega,P.E.
FTL 18 7835.2 dated 05/04/18 signed a,
> gn Y g
I
i
C. CALCULATIONS
1. Anchor verification calculations and structural analysis,complying with FBC 61n
Edition (2017), dated 04/23/181 prepared by manufacturer, signed and sealed by
Anthony Lynn Miller,P.E.
2. - Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
Manuel rez . .
Product Contr.WExainer
NOA No0.06
Expiration Date: August 23,2023
Approval Date: August 23,2018
E-1
i
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PV13 Glass Interlayers" dated 01/18/18,
expiring on 07/08/19. I
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 6th Edition (2017), dated April 24, 2018,
issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financial,interest, dated April 24, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller,P.E.
3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed
by Manuel Perez,RE
G. OTHERS
1. None.
I
4U'
Manuel erE.
Product Control Ener
NOA No. 18-V-430.06
Expiration Date: August 23,2023
Approval Date: August 23,2018
E-2
SERIES SH7700A IMPACT RESISTANT SINGLE HUNG WINDOW
7-13116"MA(.O.C,/,,., DESIGN PRESSURE RATING IMPACT RATING
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF A,
THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).' I 318"MAX, VARIES PER GLASS TYPE, LARGE&SMALL MISSILE
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR SEE SHEETS 2-5 IMPACT RESISTANT
INSULATED GLASSNSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)
MUST BE TEMPERED,USE ONLY GLASS TYPES 3,7,12,13 OR 15.
-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY (17-114-BUCK) 9-112"MAX.
3)FOR MASONRY APPLICATIONS IN MIAMI 17-3/4"MAX 17-3W 52-118"MAX.BUCK WIDTH
APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE MAX. [—
SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI 8,SEE__ O.C. (g..MAX.XBUCK) D.SEE 5"MAX.O.C. 4-11116'MAX. 4vpw"d cmplylau with it.
PER ANCHOR TYPE. SHEETS 8&9 SHEET 10�- I i �d gc
8'd"gc
A,SEE G.SEE F
40AN
4)ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS, SHEETS 8&9 SHEET10iEwi OW PW9,L�L.0
1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.V400D
BUCKS DEPICTED AS 2X ARE 1-112'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED) EQUALLY
SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. SPACED
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR) ANCHORS PER
OR ARCHITECT OF RECORD,(AOR). TABLES 6&7
0 17-3116MAX. 84"
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR MAX.- 0 83"
STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT. + TIP MAX.
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING&FLASHING STRATEGY 12-1116"MAX.O.C. TO BUCK
FOR WATERx
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND TIP HEIGHT
THE SCOPE OF THESE INSTRUCTIONS. EQUALLY SPACED —LT HEIGHT
ANCHORS PER 13-5116"MAX.O.C.
TION WHERE THE PRODUCT IS TABLES r&7
6)11C MAX,SHIMS ARE REQUIRED AT EACH ANCHOR LOCA
NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. I.MAX. i /,
W
7)DESIGN PRESSURES: 9-lr2'MAX. O-C. :c 2! naR
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER (9-MAX.BUCK) 0
f5
ASTM E1300, IILL� - 11)
0
0 C4 It
D AT B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE-STRUCTURAL CYCLE
TESTING AND GLASS PER ASTM El 3DO, _ D 03 ;7� 0) 0
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 53-118"MAX.TIP TOTIP VinDTH 4-1ltl6"MAX -1 z z
T �' 1"WEEP NOTCH 0_J C) w 0
AT EACH END ATEACH END z IL 83 R
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED AT
RESIST THE VVINDLOADS--— M ' -79—
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE _6E_Yf;UAK4E____ELEVAT10N FOR-TYR-FIN-FRAME-SHOWN-WITH— w rz —
YR _0_c3_0__—
ELEVATION FOR TYR -0
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT,THE 1.6 LOAD DURATION FACTOR SHOWN WITH EQUAL-LITE CONFIGURATIONEQUAL-LITELU _jcl�
_ _ CONFIGURATION ,z L-;� -, .°N
WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO C)w <
Z DMO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE TABLE 1:ALLOWABLE GLASS TYPES > l-
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. z 0
Glass Description(Listed from Exterior to Interior) DIP USER INSTRUCTIONS: Z F-
EN 0 <
9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS Type Table 0 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN >
Z W U.
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING1 116"AN, 090'PVB,1/8"AN 2 PRESSURE REQUIREMENT FROM ASCET -1 0
JURISDICTION. to
2 LU -6
2 13116"LIG.118"AN CAP,AIRSPACE,1/8"AN, 099'PVB,1/8"AN 2)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW
10)REFERENCES:TEST REPORTS FTL 18-7835.1&18-7835.2;ELCO ULTRACON NOA;ELCO 3 13/16"LIG:1/8"TP CAP,AIRSPACE,1/8"AN,.090'PVB,1/8"AN 3 CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN
CRETEFLEX NOA4 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 4 1/8"HS,090"PVB,1/9-HS 4 PRESSURE FROM TABLES 2-5,IT MUST EQUAL OR EXCEED THE = Z
U1
ANSIIAF&PA NDS&ALUMINUM DESIGN MANUAL — DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING U)
5 3/16"AN,.090"PVB,3116'AN 4 OBTAINED IN STEP 1. ¢ z
11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL, 6 13116"LIG:3116"AN CAP,AIRSPACE,118'AN,.09T PVB,118"AN 4
7 13!16"LIG:3/16"TP CAP,AIRSPACE,1/8"AN,,090"PVB,118"AN 3)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6&7. 0
4 Z a o0
8 3116"AN,.099'SG,3116"AN 5 2 LU
FIGURE A:ALLOWABLE SASH CONFIGURATIONS AND SHAPES 4)INSTALL AS PER SHEET 7 FOR FLANGE INSTALLATION,SHEET 8 =1 Z T
9 3116"HS,,099'SG,3116-HS 5 LU w
WIDTH WIDTH WIDTH FOR EQUAL LEG INSTALLATION OR SHEET 9 FOR INTEGRAL FIN <
1013116"LIG:118'AN CAP,AIRSPACE,1/8"HS..090"SG.1f6'HS 5 INSTALLATION.
11 13116"LIG:118"AN CAP,AIRSPACE,3116"AN,.OW'SG,3116'AN 5
T� 12 13116"LIG:1/8"TP CAP,AIRSPACE,1/8"HS,.090"SGI I18"HS 5 PRESSURE RATING DETERMINATION IS THE SAME It III/,,
�e PROCESS FOR ALL FRAME TYPES(FLANGE,INTEGRAL FIN OR
13 13118"LIG:1/S'TP CAP,AIRSPACE,3/16'AN,.090r SG,W16"AN 5 EQUAL LEG/BOX). Ly
w w
2 LD 14 113116"LIG:3/16"AN CAP,AIRSPACE, 1/W'HS,.090"SG,1/8"HS 5 EN
15 113115"LIG:3/16'TP CAP,AIRSPACE, I/B"HS_090"SG,11F'HS 5
No. 7
M/ _77 SG=KURARAY SENTRYGLAS'INTERLAYER BY GENERAL NOTES......................-..........
RECTANGULAR RADIUS-TOP RECTANGULAR CODES!STANDARDS USED: KURARAY AMERICA,INC. ELEVATIONS......................... _............. 1 T
WITH EQUAL CUSTOM 017 FLORIDA BUILDING CODE(FBC),STH EDITION PVB=KURARAY TROSIFOLO PVB INTERLAYER BY DESIGN PRESSURES/GLAZING DETAILS'.— 2-4
-2 ON
LITE SASH WITH PROVIEW WITH -ASTME1300-09 KURARAY AMERICA,INC. ANCHOR QUANTITIES...................................... 5-6 0. OF
SASH SASH AN=ANNEALED
INSTALLATION,FLANGE........................_............7
D.SHAPES -ANSI[AF&PA NOS-2015 FOR WOOD CONSTRUCTION HS-HEAT-STRENGTHENED
ALL SHAPES WITH ALL SASH CONFIGURATIONS ARE APPROVE -ALUMINUM DESIGN MANUAL,ADM-2015 -TEMPERED INSTALLATION.EQUAL LEG.................................8
MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING -AISIS100-12 TP INSTALLATION,INTEGRAL FIN.........._..........-__9
DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THEEXTRUSION PROFILES.........................................10
TABLES ON THE FOLLOWING SHEETS. *AISC36B-lD ASSEMBLY 9 PARTS LIST ............... 11 A LYNN MILLER,P.E.
L P.E.#53705
TABLE 2:
Bottom Sash Sash Height Design Pressure(Ibsill)for Glass Types 1&2
Description Range 4n) To to TIP Wtdlh
far Gl a Range 78" 25" 33" 3T 41" 45' 49" 53.118"
24" Equal-lite 12.466 +65.0 -80.0 +65.0 430,0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 40.0
Equaldite 15964 +650 .80.0 +65,0 -80.0 +55.0 -80.0 +65,0 -80.0 +65.0 40.0 +65.0 -80.0 +65.0 -80,0 +65,0 40.0 5716"NOM.
31' Stallard Prouew 12.994-15963 +65.0 40.0 +65.0 40.0 +65.0 -80.0 +85.0 -80.0 +650 40.0 +65.0 40.0 +65.0 40.0 +65.0 -80.0 GLASS STACK
Shortest 72464-12993 +65.0 -80.0 +65.0 40.0 +65.0 -80.0 -65.0 -SU +65.0 40.0 +65,0 -80.0 +65.0 40.0 +65.0 40.0 118"AN GLASS
Equal-lite 19.652 +65.0 -80.0 +650 430.0 +65.0 410.0 +65.0 -80.0 +65.0 40.0 +65,0 -80.0 +65.0 40.0 +65.0 40.0 ,090"PVB fbid t. ax wmpiytng wttY 1fm
p7crbia ptdiag C i
Standard Proiew 15.944-18 651 +65.0 -80.0 +65.0 400 +650 -80.0 +65.0 400 +55.0 430.0 +65.0 -80.0 +65.0 40.0 +65.0 40.0 118'AN GLASS Date
36316' Custom Size 15.131-15.943 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 -80.0 +65.D 8D.o +65.0 -80.0 +65.0 40.0 +65.0 800 30 .BU48
Custom Size 14.131-15.130 +65.0 -500 +65.0 -80.0 +65,0 40.0 +65.0 -80.0 +650 430-0 +65.0 1-80.0 +65.0 -80.0 +65.0 400 mtow D d FeoAud ontrol
Shortest 12464-14.130 +65.0 -80.0 +65.0 430.0 +65.0 -80.0 +65.0 -80.0 +65.0 4D.0 +65.0 -80.0 +65.0 40.0 +65.0 40.0 26
EgA4ite 22.954 , +65.0 -BOA +65.0 40.0 +65.0 -80.0 +65.0 40.0 +65.0 400 +65.0 -80.0 +65.0 4300 +65.0 -800 12"NOM.
Custom See 20.131-22 963 +65.0 -80.0 +65.0 4tl,0 +65,0 -80.0 +65.13 40.0 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 EXTERIOR GLASS BITE
Standard P(New 18.594.20130 +65.0 -80.0 +65.0 40.0 +65-0 -80.0 +65.0 40.0 +65.0 -80.0 +650 -80.0 +65.0 -80.0 +650 40.0
46' Custom Size 16.131-18.593 +65.0 40.0 +65.0 400 +65.0 40.0 +65.0 -80.0 +65.0 40.0 +65,0 80.0 +85.0 40.0 +65.0 •80.0 75
Custom Sze 15131-16.130 +65.0 •80.0 +66.0 -80.0 +65.0 -80.0 +65.0 -800 +65,0 80.0 +65.0 -80.0 +65.0 -80.0 +65.0 400
Cuslam Size
14.131-15.130 +65.0 -80.0 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 +65.0 40.0 +65.0 80.0 +65.0 -80.0 +65.0 40.0 34
Shortest 12464-14.130 +65.0 -80.0 +65.0 40.0 +65.0 80.0 +65.0 1-80.0 +65.0 80.0 +65.0 -80.0 +650 40.0 +65.0 40.0 GLASS TYPE 1
Equal4ite 24.964 +65.0 410.0 +65.0 40.0 +65.0 80.0 +65.0 -80.0 +65.0 40.0 +65.0 80.0 +65.0 80.0 +65.0 40.0
Custom Sae 22131-24.963 +65.0 1-80.0 +65.0 800 +65.0 80.0 +650 800 +65.0 80.0 +650 80.0 +65.0 -8D.0 +650 40.0
Standard Pmiew 20.194-22 130 +65.0 80.0 +65.0 40.0 +65.0 80.0 +65.0 -80.0 +65.0 400 +05.0 -80.0 +65.0 -80,0 +65.0 -8D.0 - oD
49" Custnm Size 1&131-20.193 +65.0 40.0 +650 430.0 +65.0 80.0 +65.0 80.0 +650 400 +65.0 -80.0 +85.0 40.0 +65.0 .8a.0 W 3 Z co
Custom Size 16.131-18.130 +65.0 80.0 +65,0 40.0 +65.0 40.0 +65.0 40.0 +65.0 40.0 +65.0 80.0 +65.0 •80,0 +65.0 40.0 w O 'nae
Custom Size 14.131-16.130 +85.0 -W 0 *65.0 480.0 +65.0 800 +65.0 800 +65.0 40.0 +65.0 410.0 +65,0 80,0 +65.0 .77.6 p 0 U
Shortest 12.464-14.130 +65.0 40.0 +65,0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 800 +65.0 -80.0 +65.0 40.0 +65.0 -75.1NOM, O
Equa141te 25.777 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +650 80.0 +65.0 80.0 +65.0 800 +65.0 400 13116"NOM, 0 N =w U) +e[
GLASS STACK p cr• Q,cc Z O
Guslom Size 24.131-25.776 +650 80.0 +65.0 80.0 +65.0 80.0 +65.0 -60.0 +65.0 40.0 +65.0 -80.0 +85.0 430.0 +65.0 40.0 090"PVB J J o i uai Z �
o Standard PrW-"20:844=24.130-+65.0---800--+65.6--40.0-KS.O_ $0.0_ +fi5_0 -800 +650 400 +65.0 80.0 +65.0 80.0 +65.0 800 AIRSPACE Z B-m ®_ Lu O
F 50-SLB, Cestan Size 20.131-20.843 +65.0 -800 +65.0 80.0 +65.0 -80.13 +65.0 80.0 +65.0 430.0 +6$.0 80.0 +65.0 -80:0-+65:0-'80.0- 1l8"-AN"GLASS- --_ __ - _ a `J., 4B I"••
Custom Size 18.131-20.130 +65.0 8D.0 +65.0 800 +65.0 80.0 +65.0 -80.0 +65.0 80.0 +650 80.0 +65.0 800 +65.0 800
Custom Size 1&131-18.130 +65.0 80.0 +65.0 430.0 +65.0 410.0 +850 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -77.6 31 75 H Z R J u+o.O 0
Custom Size 14.131.16130 +65.0 8D0 +65.0 -80.0 +650 80.0 +65.0 80.0 +65.0 80,0 +050 80.0 +65.0 80.0 +65.0 -75.1 /�, O? ¢
Shat.t 12464-14.130 +65.0 .80.0 +65.0 -61,0 +65.0 -80.0 +65,0 40.0 +65.0 430.0 +65.0 80.0 +65.0 80.0 +65.0 -73.9 @OR 5B 12"NOM. Z' 9 o Z
EquaHite 31.864 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 40.0 +65.0 40.13 +65.0 80.0 +65.0 40.0 L.!
GLASS BRE
Custom Size 28.131-31.963 +65.0 80.0 +65.0 80.0 +65.0 430.0 +65.0 '40.0 +65.0 40.0 +65.0 80.0 +65.0 -80,0 +65.0 -77.6 EXTERIOR
It
Standard Ptmiew 25.794-28.130 +65.0 80.0 +65-0 400 +65.0 800 +65.0 40.0 +65.0 430.0 +65.0 80.0 +65.0 -80.0 +65.0 •73.9 O
Custom Size 24-131-25.793 +650 40.0 +65.0 80.0 +65.0 430.0 +65.0 80-0 +65.0 430.0 +65.0 80.0 +65.0 800 +65.0 -727 c� x N
63" Custom Size 22.131-24.130 +65.0 •800 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -W.0 +65.0 80.0 +65.0 -78.8 +65.0 -705 70-73 ® LU
Custom Size 20.131-22130 +65.0 .80.0 +65.0 4D.0 +65.0 430.0 +66.0 -80.0 +65.0 40.0 +65.0 80.0 +65.0 •77.1 +65.0 48.4 @OR 56 Z to u5
Custom Size 18.131-20A30 +65.0 -80.0 +65,0 80.0 +85.0 80.0 +65.0 80.0 +65.0 40.0 +65.0 8D.0 +65.0 -754 +65.0 46.5 a
GLASS TYPE 2 y
Cestan Size 16.131-18,130 +650 80.0 +65.0 80.0 +65.0 80.0 *65.0 80.0 +65.0 400 +65.0 -77.1 +65.0 -73.8 +64.7 44.7
Shortest 13.194'-16.130 +65.0 -60.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -76,9 +65.0 -71.8 +65.D 48.2 +623 423 m a UJ O
Etsi4fte 3&464 +65.0 89.0 *65.0 •600 +65,0 80.0 +65.0 -80.0 +65.0 80A +65.0 •BQ.O +65.0 80.11 +BS.O 73.8 Z (D o
Custom Slze 36.131-36.463 +65,0 -80.0 +65.0 80.0 +65.0 430.0 +65.0 -80.0 +65.0 40.0 +65.0 •80.0 +65.0 -79,8 *65.0 •71.6 W <Costen Size 34.131-36.130 +65.0 -80.0 +65.0 -80.0 +65.0 40.0 +65.0 80.0 +650 410.0 +65.0 -80.0 +65.0 -77.9 +65.0 49.4 Lt D..
76' 1 Standard Proiew 30.994-34,130 +65.0 -80.0 +65.0 40.0 +65.0 430.0 +65.0 80.0 +65.0 40.0 +65.0 80.0 +65.0 -75.4 +65.0 -66.5 Q L'1
Custom Size 30.131-30993 +650 80.0 +65.0 80.0 +65.0 4100 +65.0 80.0 +6&0 4313.0 +65.0 -78-9 +65.0 -74.6 +65.0 85.6 .1w 'xsa0 saua5
Custom Size 28.131-30.130 +65.0 40.0 +85.0 80.0 +65.13 410.0 +65.0 80.0 +65.0 -79.1 +65.0 -75.3 +650 -71.9 +63.8 43.8
Shortest 26194•-25130 +65.0 800 +65.0 -$00 +65.0 40.0 +65.0 40.0 +65.0 -75.9 +86.0 -71.8 +65.0 48.2 +623 823 �.�`111yY LYN7y7�''%,
Equal4ite 42.484 +65.0 430.0 +65.0 80.0 +65.0 80.0 +65.0 40.0 +65.0 80,0 +65A 80.0 +65.0 -77,9 +65.0 89.4 ti`s ��•�trEN$F fly
84' Custom Size 38.731-42483 +65.6 40.0 +65.01 80.0 +65.0 1 40.0 11 65.0 1 80.0 1+650 1-84.0 1+65.0 •7119 1+65.0 1-74.6 1+65.0 85.8
Staldard Pmmm 34.194`-38.130 +65.0 1 80.0 +650 1 80.0 +65.0 1 40.0 1+65.0 1 80.0 1+65.0 -75,9 1+65.0 1-71.8 +65.0 1 438.2 1+62.3 42.3 1 ;•
•MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 No.58705
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391
MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806
,0Q'• SCCCT/// J•7
•.
1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. AN-ANNEALED f 717 l i I t 11j1
3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP=TEMPERED ,P.E.
4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF-65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED RE 111 n LYNN MILLER,
TABLE 3:
Bottom sash Sash Height Design Pressure(Ibsfft2)for Glass Type 3
Oen
br Gl%en Range(n) Tip to To Width
herl Range
19" 25" 33" 37' 41" 45" 49^ 53-178"
24" Equal-lite 12464 +65.0 1-80.0 +65.0 -80.0 +65.1) -80.0 +65.0 40.0 +65.0 1-80.0 +65.0 $0.0 +65.0 -8110 +65.0 •80.0 13/16"NOM.
Equal.tite 15.964 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +85,0 -80.0 +65.0 -80.0 +65.0 -80.0 _ I I _ GLASS STACK
31" Standard P(W" 12.994-15.953 +55.0 1-80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -60.0 +65.0 -80.0 +65.0 .80.0 +65.0 -80.0 +65.0 -80.0 _090"PVB
Shortest 12464-12.993 +65,0 •80.0 +650 -BOA +65.0 -80,0 +65.0 -80.0 +65,0 -80.0 +65.0 -00.0 +65.0 -60,0 +65.0 -80.0 AIRSPACE
iJa"TP GLASS t revcd as comptylag whh ttr+
Equal-lite 19.652 +65A -80.0 +65,0 -86,0 +85.0 -8010 +65,0 -8OA +65.0 •80,0 +85.0 -80.0 +65.0 -80.0 +65.0 •80.0 118"AN GLASS pp
VMrWq !
Standard Ptalew 15.944.19.651 +650 -90.0 +650 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 31 75 Oar )
38-3/8" Custom Sire 15.131-15.943 +65.0 -60.0 +65.0 -80.0 +65.0 -8Q0 +65.0 -80.0 +65.0 -8010 +65.0 $0.0 +65.0 -8116 +65.0 -8010 �
Custom Size 14.131-15.130 +650 -80A +65,0 -80.0 +65.0 -60.0 +65.0 -80.0 +650 -80.0 +65,0 -80.0 +65.0 -8QO -65.0 •80,0 L"'_�_R $8 Mari Dodo Pmdoct hot
Shortest 12464-14.130 +65.0 -80.0 465.0 -8010 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 +65.0 -80.0 t�O 0 12"NOM.
EgvaF-rite 22964 +65.0 SQA *65.0 -80.0 +650 -80.0 +65.0 -MO +65.0 -80,0 +65.0 -80.0 +65,0 -80.0 +65.0 40A EXTERIOR GLASS BITE
Custom Size 20.131-22.963 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -60.0 +65.0 -80.0 *65.0 •80.0
Standad PmAew 18.5&4-20.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -BOA +65.0 •80.0
4S Custom Size 16.131-18.593 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +&5A -80.0 +65.0 •80.0 7473
Custom Size 15.131-16130 +65.0 -60.0 +65.0 -W,o +650 -80.0 +65.0 -80.0 +650 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 X0.0 �OR58 0
Custom sire 14.141-15130 +65.0 490.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •8Qo g
Shodest 12.464-14.130 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +650 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS TYPE 3 a
Equal-lite 24.964 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 +65.0 -80.0 1+65.0 -80.0 +6S.0 -BDA
Custom Size 22131-24.963 +65.0 -80.0 +65.0 -81}.0 +65.0 -80.0 +65,0 -800 +65.0 -80.0 +65.0 -80.0 +65+0 -80,0 +660 •80.0
Standard Prodew 20.194.22.130 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 $0.0 +65.0 1-80,0 +65.0 -80.0
00
49" Custom Size 18.131-20.193 +65.0 -K0 +65,0 -80,0 +65.0 -80.0 +650 -80.0 +650 -60.0 +65.0 -80.0 +65.0 -8110 +65,0 -80.0 W z
Custom Size 18.131-18.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80,0 +65.0 4W.0 +65.0 -80.0 +65.0 -80.0 > w O ma '}' nay
Custom Size 14.131-16.130 +65.0 -80.0 +65,0 -80.0 +65.0 -80,0 +65,0 -80.0 +65.0 -80.0 +65.0 -80,0 +65.0 -BOA +65.0 -80.0 O 19 o v to O
vy o
Shortest 12464.14.130 +65.0 -80.0 +65,0 490.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80,0 485.0 -80.0 +65.0 -Bp.O +65,0 -80.0
7'r" U
EquaFi4te 25.777 +65.0 -80.0 +65,0 -BQ.O +65.4 -80.0 +65.0 -8010 +65.0 -80.0 +65.0 $O.0 *65.0 -80.0 +65.0 •BOA U` ��Ntt i w ato0 tY
Costen Size 24.131-25.776 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +66.0 -80.0 0 c+'7 Z
z
e Standard Preview 20.844-24.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +650 -80.0 +6'5.0 -8D,0 +65.0 .80-0 +65,0 -80.0 +65.0 -80.0 0_j o aw o
..__ O
Z 1L m=
p 50-�8, Custom Size 20.131-20:843.65:0-=80A--69:0--80.0--65:0-. :T-+66.0-7j6.0-80.0--+ 0- 80.0--+65.0-�QO--+65.0---80.0--+65.0-_.80.0_x 650_-.,80.0_
Custom Size 18,131-20.130 +65.0 -8D.0 +65.0 -W-0 +65.0 -80.0 +65.0 -80.o +650 -800 +65.0 •80.0 +65,0 -80.0 +85.0 •80.0
Custom Size 16.131-18.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +6S.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 F Z
Custom Size 14.131-16.130 +65.0 -80.0 +65,0 -WO +65.0 -80.0 1+650 -80.0 +65.0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -8110 o W < OMO
Shodest 12.464-14.130 +85.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 .5' O S
+65.0 -8O.tl +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 p� O
... �
Egral-lite 31.964 *65.0 -80.0 +65.0 -88.0 +650 -8010 +85.0 -80.0 +65.0 -8110 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0
Custom Size 28.131-MAW +65.0 -80.0 +65,0 -89.0 +65.0 -80.0 +65.0 -80.0 1-65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +66,0 -80.0 (D
Starxlard}>roview 25794-2$.130 *65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +66.0 -80.0 *650 -8010 +65.0 -80.4 +65.0 -80.0 +85.0 -W.0 � U U-
Custom Size 24.131-25.793 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Y 0
on
63" Custom Size 22.131-24.130 +65.0 -8D.0 +65,0 40.0 +65.0 -80.0 +650 -80.0 +65,0 -80,0 +65.0 -80.0 +65.0 -8Q0 +65,0 -80.0 J
Custom Sin20.131•22.130 +65.0 -80.0 +65,0 -80.0 ® LU
+65.0 -80.0 +66.0 -80.0 +65.0 -80,0 +65.0 -80.0 +65.0 -80,0 +65.0 -78.0
Custom Size 18,131-20.130 +65.0 -80.0 +65,0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 40.0 1+66.0 1 40.0 +65.0 -60.0 +65.0 •75.8 � _z ]4445
Custom Size 16.131-18,130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 *66.0 -73.8
Shortest 13.194'-16.130 +65.0 -8010 +65.0 -80.0 f+65.0 1-80.0 +65,0 -80.0 +65.0 -80.0 +65.0 410.0 +65.0 -77.7 +65.0 -71.0 u<- W <t;
Equal411e 38.464 +65.0 -80.0 +65.0 -80.0 +65.0 1-80.0 1+65.0 -80.0 +65.0 -8D0 +66.0 -80.0 +65.0 -80.0 +65.0 •80.0O Z m 10..
Custom Size 36.131-38.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8QO +65.0 -80.0 +65.0 -80,0 +65.0 $0.0 K 5j Q tz
Custom Size 34.131-36.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.1 w J
76" Standard PrWew 30.994-34.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -65A •80.0 +650 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.8Q O
Custom Size 30.131-30.993 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -8Qp -65.0 -74.8 7i1 1.3s.0 IsiSl
Custom Size 28.131-30.130 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 •80.0 465.0 -8QO +65.0 -80.0 1-6.5.0 -80.0 +65.0 -727 '
Stwrtest 25.194•-28.130 +65.0 -80,0 +65.0 -80.0 +65.0 -80.0 +650 -ORD +65.0 -80.0 +65.0 -80.0 +65.0 -77.7 +65.0 -Ito 1``1k+(LYN/,/,'''A.
Equal-lite 42464 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -65.0 -80.0 +U.0 -80.0 +65.0 -BQO +65.0 -80.0 +65.0 -79.1 �O-,..-•••.-. �/ �':
84" Custom Size 38.131-42.463 +65.0 -WO +65.0 -80.0 +65.0 -80.0 +65,0 .8 +55.0 -80.0 +65.0 -8O.D +65.0 -80.0 +65.0 -74.8 LIGENSF
Stallard Preview 34.194•-38.130 +65.0 -60.0 +65.0 -80.0 +65.0 0 +65,0 -80.0 +65.0 -80.0 +65,0 -80.0 +65.0 -77.7 +65.0 •71.0 •'.'p�u
"MINIMUM SASH HESGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 ~* No.58705
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 ;
MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 "p•. 4u�
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT.48.806 •-0 '. ST TE��
1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE- 'SS/ONAL
AN=ANNEALED IIII1tlt`�\
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. 7711 t 1
3)FOR RADIUS TOP WINDOWS;FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP=TEMPERED
4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED A LYNN MILLER,P.E.
P.E.#58705
7-FF
,A..L.E TABLES:
Design Pressure(lbalf?)for Glass Types 4-7 5116•NOM.. Desi n Pressure for Glass Types B-16 3116'AN GLASS 3/16'HS GLASS
f� GLASS STACK eattam Sesh no Tome .090°SGTf. ,090'SG
eotom
Sash
TIP 7o TIP $esh Height
Descn Iron Sash Height
Width 1I6"HS GLASS Description Width 3p 3118' GLASS 3g 3ttGLASS
P .090"PVB Ranee(in)
Range 9n) for Given Range 53-UB"
Aar Ginn Rann90 63-itB' lie H GLASS 28 2a
24" Equal4he 12480 +85.17 -840 30 24" EquBHhe 12464 +80,0 -110.0 12"NOM. /2"NOM.
28 7 EgwMite 15,964 +840 -1100 GLASS BITE GLASS BITE
EquaHite _16.984 +85.0 -80.0 412'NOM EX��7'.ErscOR TERI
31" Standard ProVew 12994.16.963 +65.0 500 GLASS 817E 31" Standard PmVew 12994-15.983 +000 -110.0 4 ` ��Y R
Shortest 12-084-12993 +85.0 410,0 EXTERIOR Shotes! 12.460-12.993 080.0 -118.0 74 74
EgtaAfte 19.062 +850 -80.0 Equal4ite 19.652 +80,0 -710.0 34 34 4pprosdticeta17iy1sBWiN tk+
74 Standard Pmwew 15.944-19.651 +BO.O -110.0 GLASS TYPE 8 GLASS TYPE 9 Ft. B ldtug e
StendarfPN4ew 16.944-19.851 +85.0 -800 � Sisk N
38.3/8' Custom Size 15.131-15.943 +65.0 -Me GLASS TYPE 4 38.3/8' Custom Size 15.131-15.943 +8D.0 -110.0 yOAN
Custom Size 14.131-15,13D +850 -80.0 Custom Size 14.131-16.130 +80.0 -110.0 �� 13116"NOM. 13116'NOM. M tinII)*"Pwdac14:&"
Shortest 12-084-14.130 +65.0 -80.0 7176•NOM.
Shortest 12.464-14.130 +60,0 -116.0 GLASS STACK GLASS STACK ol
.090"SG .090"SG
Equal-111.Si 22884 +86,0 -800 � � GLASS STACK EquaCustom
i 22960 +80.0 -170.0 AIRSPACE AIRSPACE L-.
Custom Size 20.131-22.863 +80.0 -110.0 178'AN G
Custom Size 20.137•22983 +175.0 50,0 3116•AN GLASS i!8"HS GLASS 1/r'AN GLASS 3716"AN GLASS
Standard PfWm 18.594-20.130 +65,0 -WO .090'PVB Stallard Pno4ow 18,594-20.130 +800 -110.0 31 74 31 74
45' Custom SU.O 18.131-18.593 +65,0 -080 3p 3/1s GLASS 45" Custom Size 16.131=18.593 +110.0 -1110.0
Custom Sire 16.131-IS.13D +85.0 -800 Custom Size 15,131-18.130 +840 -1100 �R 5 12'NOM. OR 5 12'NOM. c
27u
Custom Size 14.131-15.130 +85.0 -80.0 12'NOM. Custan Size 14.131-15.130 +80.0 -110.0 GLASS BITE E GLA55 BITE
Shortest 12464-14.130 +85,0 -80,4 E%TERIOR GLASS BITE Shortest 12464-14.130 +80,0 -1100 a
EquaHile 24.964 +85.0 -80.0 � EquaHite 24.964 +80.0 -5700
Custom Size 22731-24.963 +65,0 50.0 74 Custom Size 22131-24.963 +80.0 -110e @OR 5 7473 ^R 5 70-73
Standard Pro4Ev7 20.194-22130 +65.0 -80,0 34
Standard F-iew 20.194-22130 +80.0 -710.0 GLASS TYPE 10 �s 0 GLASS TYPES I
49" Custom Size 18,131-20193 +65A -80.0 GLASS TYPE 5 49" Custom Size 18.131-20.193 +60.0 -1 too i X
Custom Size 16,131-18.130 +65.0 -80,0 Custom SLZO 16.131-18.1130 +80.0 -110.0 LLI 13!18'NOM. 13116'NOM. > w C? 'naS
Custom Size 14,131-16,130 +66.0 SD.D I 13ti6'NOM. Custan Size 14.131-1e.t30 +aDO -110.0 "-"�`! �"-"' GLASS STACK �- GLASS STACK 0 fc `V c
Shodest 12464.14.130 +65.0 50.0 -�� GLASS STACK H ShMest 12464-14.130 +800 -710.0 .090'SG .090"SG Ci r
EqueHhe 25.777 +85.0 -80.0 .094"PVB = EqueHite 25.777 +800 -110.0 AJR118"TPGSLSPA E AIRSPACE N i 0700 00
z Custom Size 24.131•25770 +65.0 4600 AIRSPACE Custom Sino 24.131-25.778 +80.0 -170.0 SIS'HS GLA55 110 TP GLASS 3116'AN GLASS a 0
3116"ANG F 31 31 CO�� Z
F 118"AN GLASS v Stardom PmVew 20.844-24.130 �,
+80,0 -710.0 74 74 Z
Standard Pnorfew 20.844-24.430 +811-0 -BOA J � q
g Custom Site 20,131-20.843 +65.0 SDA -911 --- --- 74 ._o Custom Size 20531-20.843 +80.0 -110.D tL O ,y ^ W Ga
_�oR 5 12'_NOM s�iloa 5 _ 12•NOM. Z t°
E• 605/8' Custom Size 18.131-20130 +85.0 50.0 ~ 54618• Custom Size 10131-20.130 +80.0 -110.0 - - _ X lLl --
12"NOM. Custom Size 18,131-M16.130 +80.0 -1100 EXTERM i GLASS BITE EXTEROR GLASS BITE --"(�0 O a,� - --H
Custom Size 16.131•18.130 +66.0 -60.0 T r m J u 11
GLASS BITE (r 'oN
Custom Size 14.131-16130 +65.0 -800 E •'OR Custom
Size 14.131-18.130 +80.0 -110.0 l-w 'T i,2< -j `JMO
Shodasl 12464-14.130 +85,0 -80,0 Shortest 12464-14.130 +800 -110.0 7473 ^ 7473 r} a h•
p5�n 00
Eq.Hita 31.960 +65.0 500 7473 EqueHile 31.BLM +BD.O -710.0 ®OR 5 GLASS TYPE 12 V"R 5 GLASS TYPE 13 Z Z
Custom Size 28.531•31.983 +85.0 -80.0 (BOR Custom Size 28.131-31.1764 +80.0 -110.0 r 0
GLASS TYPE 6 '
Standard PM4" 25794-28.130 +65.0 50.0 Standard Pnodew 25,794-20.130 +80.0 -110.0 LL
CustomSize 24.131-25.793 +65.0 -60.0 Custom Size 24.131-25.793 +8De -110.0 13/16"NOM. Lam. 13!18°NOM. ::10
63" Custom Size 22.131-24.130 +65.0 50.0 13/16'NOM. B3' Custom Size 22131-24.130 +80.0 -110.0 GLASS STACK I GLASS STACK x V
Custom Size 20,131-22130 +65.0 50.0 �- GLASS STACK Custorn Size 20.131.22130 +800 -110.0 -090"SG .090'SG {� � W
AIRSPACE AIRSPACE J
Caston Stan 18.131•20.130 +85,0 -WO AIRSPACE •080°PVB Custom Size 18.131•20.130 +80.0 -110.0 3116"AN GLASS, 1/8"HS GLASS 3/16"TP GLASS 116'HS GLASS (a
Custom Size 10131-18.130 +65.0 50.0 3118"TP GLASS 178'AN GLASS Custom Size 18.131-18.130 +BOO -110.0 31 Z 1eag5
Shortest 13.194'-16.130 +850 50.0 31 shonesl 13.194'-16:13D +80.0 Aide T4 31 14 � 11!3
Eq.Wite 38.464 +85.0 50.0 Id EquaHite 3a464 .80.0 -110.0 �R 5 12"NOM. @6R 5 12'NOM. W +d'
Custom Size 3a,131-38.463 +85.0 50-0 �OR 5 12'NOM-
Custom Slza 36.731-38.463 aeD.O -110.0 EXT6R1OR GLASS 81•fE EXTERIOR GLASS BITE Z m O
Cuslon Size 34.131-36.130 +65.0 -00.0 RIOR GLASS BITE Custom Size 34,131.-38.130 +80,0 -110.0 •�/- td rr;" Q
76" Standard PIW- 30.994-34.130 +85.0 50.0 76' Stardam PnaVcw 30.984-34.130 480.0 -710.0 V•' 11,3 a
Custom Size 30.131-30.993 .85,0 50.0 Custom Size 30.131.30.993 +80,0 -110.0 S OR 5 7473 �-\R S 7473 .Q G1
Custom Size 28.131-30.130 +850 -80.0 GIOR 7473
Custom Size 28.131-30.130 +80.0 -110.0 GLASS TYPE 14 5� GLASS TYPE 15 aqg asaQ saua5
SMXLast 26.194'-28.130 +65,0 50.0 @ GLASS TYPE Shortest 28.794'-28.130 +80.0 1-110,0
84' Cuslon Sire 39.132 463 +85,0 50.0 84' Cuiom4Size 38.13142-083 +800 170.0 \\\SS()�Yr1 j117��
Standard PtPl-1,
w 34.194• +eS.O 50.0 StaMantl PmVOw 34.194'•38.130 +BD,O -110.0 ` � •' L7GLY
ENSF'•%�i
'MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 •'.P
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 .*,; No.58705 =
MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WLNDOWS IS:TIP TO TIP HEIGHT-49.806 *-
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806
=�0,l' PATE OF
•"•.jOfORLDPr- \
2)FOR SIZES DIMENSIONS
OT SHOWN,ROUND FOR
INTEGRAL THEFIN AND EQ AL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE AN=ANNEALED
rONtA t 1 ��\\\
3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. TP=TEMPERED MIUER,P.E.
4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF-65 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT STRENGTHENED A LYNN MIL ER
-11
TABLE 6:
Anchor Quantities Required for Tip to Tip Width
"Through-Frame"Installation 18• 25• 33" 3T 1 41' 1 46" 1 49" 53-118• -
usina Glass Tvas1-7 Jamb Jamb Jamb Jamb Jamb Jamb Jemb Jamb
Bottom sash
Description Sash Height
Range fn) x i R
for Given Raga ¢ mm ¢ m m ¢ m ¢ m '¢ m ¢ m TABLE 68:
24• Equalaita 12461 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Glass Description(Listed from Exterior to Interior)
Eq.141t. 15.864 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Type ,4pproved aj Cp01plyfogw'N71 It.
31• Standard Pralew 12.994-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 1 1/6-AN,.090"PVB,1/8"AN �^� 0}`wb'OC
Shortest 12484.12.993 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 13/16"LIG:1/8"AN CAP,AIRSPACE,1/8"AN,,090 PVB,118"AN Date
EquaNite 19.652 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 13/16"UG:1/8"TP CAP,AIRSPACE,118•AN,.090•PVB,1/5'AN N'tatal Dpde Pmducl Conlr°I
Standard Prmiaw 15.944-19.651 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 1/8"HS,.090"PVB,1/8"HS
38318" Custom Size 15.131-15.943 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 5 3/16"AN,.090°PVB,3/16"AN '
Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 13/15'UG:3/16•AN CAP,AIRSPACE,1/8'AN,.090"PVB,1/8"AN
Shortest 72464-14.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 7 13/15'UG:3116"TP CAP,AIRSPACE,1/8"AN,.090"PVR.1/8"AN
Equal4ite 22984 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Custom Size 20.131-22.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Standard Proiew 18.594-20.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -
4S Custom Size 16.131-18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Custom Size 15.131-16.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Custom Size 14.131-15.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
Shortest 12.484-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 oD Y
Equal4Be 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 LU z rn
Custom Size 22.131-24.983 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Off _w O O '•aa
Standard Praiew 20.194-22.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 p o�+ p y)
49" Custom Size 18.131-20.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 }A o& ap 0 Q
Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 1.O 04 ?y O
Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 M �d Z ZO
Shortest 12484-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z u- C3 r n. W O
--c _ Z ug
-�' EquaNile 25.771 2 2 1 2-2 T 3-3- Z--2 -2-2-2--2--2-2- 2--2- 2-2--2--2- _ =LU o Y v J r
x Custom Size 24.131-25.776 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -00 0 a - - o"- -
LU n 'aN
8 Standard Prodew 20.844-24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 H W �¢ Q " oma
F SOSlB° Custom Size 20.131-20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 On .-. �
Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2
Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 O Z W
Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 - Z J LL
M LL
Shortest 12464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 I¢-• O
Equal4ile 31.964 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 _ to
Custom Size 28.131-31.963 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 ® W
J F
Stallard PrWew 25.794-28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 2 Z Z 7.Lis
Custom Size 24.131-25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 _
63" Custom Size 22131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 2 CY
Custom Size 20.131-22.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 ¢ n w o
Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Z
O
Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 U =
Shortest 13.184•-16.130 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 O J Z (n
Equal-lila 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2
Cullom Size 36.731-38.463 3 3 1 3 3 1 3 3 7 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 4111 '�sa0 saua5
Custom Size 34.131-38.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2
TB' SCustomStandard ide 0.ew 831.0.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 `� LYNI1j��',,
1 N N2j
Custom 8120 26.131-30.130 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 [•O
Shortest 28.184•-28.130 4 2 1 4 2 7 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 3 2 ` '�:•'\,\GENgF'•.
Equal-Iiia 42.464 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 x 2 3 4 2 1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS, ,
SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE _* NO.58705
84" Custom Size 38.131•42.463 3 4 1 3 4 1 3 4 7 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 WINDOW SIZE.
Standard Proriew 34.184`-36.130 4 3 1 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 �AOF
_
-MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. �)MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391O
MINIMUM SASH HEIGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FITWITHIN. /''sS�ONAL
4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN �'111 I I I t 11\\`
PRESSURE OF-65 PSF.NEGATIVE DESIGN PRESSURESARE UNAFFECTED. A.LYNN MILLER,P.E.
P.E.#58705
TABLE 7:
Anchor Quantities Required for Tip to 71p Width
"Through-Frame"Installation 18" 26" 33' 1 37- 1 41" 1 45" 49" 1 53-118"
usino Glass Tvoes 8-15 Jamb �1jb Jamb Jamb Jamb Jamb Jamb Jamb
m m to arBoSash M. 2 M Description Sash Hei9M _ zzfor Gi1an fienge Range(in) E m ¢ m ¢ m ¢ m ¢ m ¢ m ¢ m TABLE 7B:
24" Equalaite 12.464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Glass
Equal-lite 15.964 1 z 1 1 z 1 1 z t 1 2 z t 2 2 1 z z 1 2 2 1 z z T e Description(Listed from Exterior to Interior) � �
YP111#1ding ode
31" Standard PmAew 12994-15.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 B 3/76"AN,.090"SG,3/16"AN fla4
Shortest 12461-12.893 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 fb:;P
Equal-lite 19.652 2 2 t 2 2 t 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 9 3118"HS,.090"SG,3116"HIS 11towl Product
Standard ProNew 15.944-19.651 2 2 1 2 2 7 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 10 13116"LIG:1/0"AN CAP,AIRSPACE,118"HS,.090"SG,1/8"HS
38-38" Custom Size 15.131-15.943 2121 1 2 2 112 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 11 13116"LIG:118"AN CAP,AIRSPACE,3/16"AN,.090"SG,3116"AN l
Custom Size 14.131-15.130 2 2 1 2 2 1 2 z 1 2 2 2 2 2 2 2 z 2 2 2 2 2 2 2 12 13116"LIG:118"TP CAP,AIRSPACE,1/8"HS,.090"SG,118"HS
Shortest 12.464-14.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 13 13/15'LIG:118"TP CAP,AIRSPACE,3/16"AN,.090"SG,3116"AN
Equal-lite 22964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 14 13/15'LIG:3116"AN CAP,AIRSPACE, 1/8"HS,.uw,SG,1/8"HS
Custard Sae 20.131-27 883 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 212 3 2 2 3 2 15 13116"LIG:3/16"TP CAP,AIRSPACE, 1/8"HS,.090"SG,1/8"HS _
Standard ProMew 18.594-20.13D 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 212 2 2 2 3 2
45" Cusim Size 18.131-18.593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 e•
Custom Size 15.131-16.130 2 2 1 2 2 t 2 2 1 2 2 2 2 2 2 2 2 212 2 2 2 2 3
Cust m Size 14.131-15.130 2 2 1 2 2 t 2 Z 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3
Shortest 12460-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 W 0 m
Equal-Iite 24.964 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 1
Custom Size 22.131-24.963 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 m O 0 'nay
Standard Prumlew 20.194-22.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 U � O O
49" Custom Site 18.131-211.193 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2121 3 3 Y'n mo m -too ¢'
Custom Size 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 U Nr x y U)
�. O
Custom Size 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 O-- a m Z 0
-- -_ -Shptest 72464_14_130 3__ 3 2_ 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 U J O m W O
Equal-lite 25.777 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 -2 3 2 Z D- m i r
Custom Sae 24.131-25.776 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 LU
U U 00 00 43 J uro�0
F Standard PrWew 20.844-24.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3
9 Custom Size 20.131-20.843 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 ~W ¢ U, 9M0
OSrO• Custom Size 18.131-20.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 r> S 0 U
Cullom Sae 18.131-10.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3,3 2 3 O Z O U W
Custom Sae 14.131-16.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 U J LL
M 0
Shortest 12.464-14.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3131 2 3 7 F
Equal4ite 31.964 2 3 1 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 3 to = } (O
Custom Size 2B.131-31.963 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 4 3 ® m W F-
J
_ Standard Proliex 25.794-28.130 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 S# U Q tangs
Custom Sae 24.131-25.793 3 2 1 3 2 1 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 3 3 ~ Z
63" Custom Sae 22131-24.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 fJ)
Custom Sae '20.131-22130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 ¢ Z) Et
Custom Size 18.131.20.130 3 21 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 4 3 3 O 7 O
? O
rz
Custom Sae 16.131-18.130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 4 2 3 4 2 3 Cr _
Shortest 13.194"-16.10 4 2 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 U =
U Q Q �
Equal-lite 38.464 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3
Custom Size 36.131-38.463 3 3 11 3 3 1 3 3 1 31 3 213,3 2 3 4 2 3 4 3 3 4 3 aN!1 '�sao sauas
Custom Size 34.131-36.10 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3
76' Standard
t Sem 0.131-0.993 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 4 3 3 4 4 3 ��`t111YtLYN 'I,
Custom Sae 28.131-30.10 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 4 3 2 4 3 3 4 4 3 N
Shortest 26.194'-28.10 4 2 1 4 2 1 4 2 1 4 2 2 4 3 2 4 3 2 4 3 3 4 3 3 ` 't�;••''1,tcENgF'•.
1)TIP TO TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,
Equal4ite 42.464 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 3 3 5 3 SUBTRACT 1"FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE Ne.58705
84" Custom Sae 38.131-42.463 3 4 1 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 4 4 3 4 5 3 WINDOW SIZE.
Standard Prrnfew 34.194•-38.10 4 3 1 4 3 1 4 3 1 4 3 2 4 31 2 4 4 2 4 4 3 141 4 13 _
•MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS:TIP TO TIP HEIGHT-49.391 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS:BUCK HEIGHT-48.391 0�
• �
MINIMUM SASH HEGHT FOR FLANGED,RADIUS TOP WINDOWS IS:TIP TO TIP HEIGHT-49.806 3)FOR RADIUS TOP WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE '•.. .'
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG,RADIUS TOP WINDOWS IS:BUCK HEIGHT-48.806 WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FIT WITHIN. %��SS.F<ORIO P.•�G\?�
4)WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN ';7,10NAL"E����
PRESSURE OF 165 PSF.NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. A LY4A MILLM P.E
P.E.#58705
INSTALLATION DETAILS FOR FLANGE FRAMES
INSTALLATION OPTION 2 INSTALLATION OPTION 3
INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X
EDGE DISTANCE DIRECTLY INTO CONCRETFJCMU. BUCKSTRIP INTO CONCRETE/CMU.
OPTION 1 _ ----- SEE NOTE 2,THIS SHEET.
ANCHOREDTHROUGH r T EMBEDMENT EMBEDMENT
FRAME INTO 2X WOOD 1/4"MAX SHIM 1/4"MAX SHIM -�{ �-
FRAME OR BUCKSTRIP.
SEE NOTE 2,THIS SHEET. I D EMBED" 1 -� 4 {�. SASH VISIBLE 17 °
MENT EDGE ^ I LIGHT WIDTH EDGE Approved ae-MPlylag Whh tm
J1—•1_ DISTANCE DISTANCE Fill ljIgC.&90
114"MAX SHIM 19 .OyQ
FIXEDVISIBLE ���JJJn3 D)xdt Pmdutl Coehu
_
SEE TABLE LIGHT WIDTH
1
NOTE'7TB,FOR� 18 HEADTYPE
30
TVP.ANCHOR TYPE, 44 ,
FIXED EMBEDMENTAND °' zi
VISIBLE EDGE DISTANCE PER
LIGHT SUBSTRATE,SEE 31 5 R SB o=
HEIGHT TABLE 8.
TIP TO TIP WIDTH - TYP.ANCHOR TYPE,
32 r EXTERIOREMBEDMENTAND m y
E DISTANCE PER U.1
TYP.ANcr(oRTYPE, HORIZONTAL SECTION A-A EDGE
O O
45 EMBEDMENT AND EDGE '�
DISTANCE PER SUBSTRATE, TABLE 6. y
SEE TABLE 8. �+ 1!4"MAX.SHIM n o aloe O Q
14 I VISIBLE LIGHT FORMULAS: O N H U) O
DADE APPROVED MULLION,FBC OJ Z z
48 55 COMPLIANT ALUMINUM/STEEL FRAMING (SHOWN FOR HI-RISE SILL;SEE 'O-' O a w Z O
A3 _ _ _ OR STEEL STUD.MAY BE VERTICAL OR SHEET 8 FOR STANDARD SILL) =LL -' O
-QIP 13 --HORIZONTAL.SEESOBSTRA yyjD _W C3 �--`•'-�tg-—TO PROPERTIES,TABLE 8. W U OD J uMo�p
TIP 83 USE EITHER 1 @SASH 8 FIXED LITE:TIP TO TIP WIDTH-5.12° F Z � Q J 7Mp
HEIGHT SWEEP LATCH @ a W Q
MIDSPAN OR 2 HEIGHT(EQUAL-LITE) ' r co
BOTTOM LOCKS TIP TO TIP HEIGHT2-3.73° r Z ... 0 z
SASH INSTALLATION c7
HEIGHT(PROVIEW) LL
VISIBLE OPTION @FIXED LITE:TIP TO TIP HEIGHT2+3.78" j O
LIGHT ANCHORED THROUGH @SASH:TIP TO TIP HEIGHT2-11.93" = r
HEIGHT FRAME INTO METAL HEIGHT(CUSTOM SASH) ® Lq(J'1 0
@FIXED LITE:TIP TOTIP HEIGHT-SASH HEIGHT-3.55' rk z O laay5
@SASH:SASH HEIGHT-4.60" H W
EXTERIOR TABLE 8: < X QO
a33 Anchor Substrate Mn.Edge Min.Embedment NOTES: F z W 0P'-
10
10 Distance 11a z r
15 P.T.Southern Pine(SC--0.55) 9/16" 1-3/B" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON v J g (p
OPTIONAL HI-RISE #12 Steel, TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Q LL
42 SILL SHOWN.SEE 18-6 Of 410 Alurrinum,6063-T5 nln. 3/8" 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF all!1 �sap sa/.as
1"WEEP SHEET 10 FOR A36 Steel3/8" 0.063" THE WINDOW.
NOTCH AT STANDARD SILL. SS Screw
EACH END Steel Stud,Gr.33 min. 3/8" 0.045"(18 Ga) 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE
1/4"MAX. 8.ALL WOOD BUCKS LESS THAN 11.12"THICK ARE TO BE �� O•.
SHIM Concrete(min.3.35 ksi) 1" 1-3/4" CONSIDERED 1X INSTALLATIONS,1X WOOD BUCKS ARE OPTIONAL •��' �,1GENSF �C��ii
1CreteF SS �.'
-�-__ CreteFlex Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS
P.T.Southern Pine SCr0.55 1" 1-3/8" DEPICTED AS 2X ARE 1-12"THICK OR GREATER.1X AND 2X BUCKS No.58705
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER =
NO ANCHORS CODCfete(Klin.2.85 161) 1" 1-3/8" LOADSTOTHE STRUCTURE.WOOD BUCK DESIGN AND
REQUIRED IN .• ° 1/4"Steel INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR p'
FLANGE OR ' Ultracon Un routed CMU, ASTM C-90 2-1l2" 1-1/4" �o
g ( ) ARCHITECT OF RECORD. OF
EQUAL LEG P.T.Southern Pine SG=0.55 T. 1-318" SOT '•.FCORIDP,•'' \�:
•• 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TOAS �i F
FRAME SILLS A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. i S ...•••• U"
B)USE ONLY FLATHEAD ANCHORS IN JAMBS.PANIHEXIFLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. ���S�ONAL 0�"\
VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN THE HEAD. "'111110%
C)'UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A LYNN MILLER,RE
P.E.#58705
INSTALLATION DETAILS FOR EQUAL-LEG FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X
INSTALLATION DIRECTLY INTO CONCRETEICMU. BUCKSHIP INTO CONCRETEICMU.
OPTION 1 EDGE DISTANCErr-,
_T___�______ SEE NOTE 2,HIS SHEET. EMBEDMENT
ANCHOREDHROUGH EMBEDMENT
FRAME INTO 2X WOOD1 114"MAX SHIM 1/4"MAX SHIM
FRAME OR BUCKSTRIP. J-
EMBED- ISASH VISIBLE 17 EDGE
SEE NOTE 2,HIS SHEET. MENT « I LIGHTWIDH EDGE DISTANCE RU +1Vyered et taap(ti�Mt�m
Florldu Bpidln0
DISTANCE Data
114'MAX SHIM 1B '1.'
b tnl Dade PrW
(..� FIXED VISIBLE r
--- ____L__J •• � I LIGHT WIDTH U •� -_
SEE TABLE I '
3 NOTE B,FOR .
30
18 HEAD TYPE
TYP.ANCHOR TYPE, 44 ".
FIXED EMBEOMENTAND ,
VISIBLE EDGE DISTANCE PER
LIGHT SUBSTRATE,SEE 31 5 R@
HEIGHT TABLE 8. 6
BUCK WIDH TYP.ANCHO\TYPE,
EMBEDME32 EXTERIOR EDGE DISTANLU
TYP.ANCHOR TYPE, (""( HORIZONTAL SECTION A-A SUBSTRATE.SEE w O O ^aa
45 EMBEDMENT AND EDGE v TABLE 8.
DISTANCE PER SUBSTRATE, �,r o 0
SEE TABLE 8. aloe O Q
14 VISIBLE LIGHT FORMULAS: O N N O
+{ 1/4"MAX.SHIM O w z Z
46 55 I (SHOWN FOR HI-RISE SILL;SEE O J W o
SHEET 9 FOR STANDARD SILL) Z LL tp o f�
43 DADE APPROVED MULLION,FBC WIDTH -j
BUCK 13 COMPL9WT ALUMINUMISTEEL FRAMING SASH 8 FIXED LITE:BUCK WIDTH-4.12" WW-Z 00 J u.ap
USE EITHER 1 OR STEEL STUD.MAY BE VERTICAL OR W , Q phlp
HEIGHT 63 SWEEP LATCH @ HORIZONTAL.SEE SUBSTRATE On R H
MIDSPAN OR 2 PROPERTIES,TABLE 8. HEIGHT IGHT12•3.23ITE) z
BOTTOM LOCKS BUCK HEIGHT2-3.23" Z z
SASH INSTALLATION HEIGHT(PROVIEW) Z LL
VISIBLE EQUAL
LIGHT LEGBOX ANCHORED THROUGH @ OPTION 4 @FIXED LITE:BUCK HEIGHT2+4.28" '� ZO O
SASH:BUCK HEIGHT/2-11.43" ® = i
HEIGHT FRAME FRAME INTO METAL J U
W i
SHOWN HEIGHT(CUSTOM SASH)
@FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.56' (n Z laa'1S
@SASH:SASH HEIGHT-4.60" fA X I
EXTERIOR TABLE 8: O J o
a33 Anchor Substrate Min.Edge Min.Embedment NOTES: ¢ j
12 Distance ] :> _
15 P.T.Southern Pine(SG=0.55) 9/16" 1-3/8° 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON J C3 N
OPTIONAL HI-RISE #12 Steel, - TABLE 8.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY ¢ LU
SILL SHOWN.SEE 18-8 Or 410 Alun9num,6063-T5 min. 3/8" 0.063" INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF a111y •asap sagas I
1"WEEP 42 SHEET 10 FORcfeW A36 Steel 3/8" 0.063" THE WINDOW.
SS S
NOTCH AT STANDARD SILL. Steel Stud,Gr.33 min. 3/8" 0.045" 18 Ga 2 MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE �� t 111I I 11111!r/
EACH END 1/4"MAX 8.ALL WOOD BUCKS LESS THAN 1.12"HICK ARE TO BE \����ppa.........
SHIM 1/4"410$$ Concrete(min.3.35 ksl) 1" 1-3/4" CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL ��•.-'V\C ENgF'•,���
Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS Q;'
CreteFlex DEPICTED AS 2X ARE 1-112'THICK OR GREATER.1X AND 2X BUCKS No.58705
P.T.Southern Pine SG=0.55) 1" 1-318" (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER 7t_
NO ANCHORS Concrete(min.2.85 ksi) 1" 1-3/8" LOADS TO HE STRUCTURE.WOOD BUCK DESIGN AND a =
REQUIRED IN • 1/4°Steel INSTALLATION IS HE RESPONSIBILITY OF HE ENGINEER OR
FLANGE OR •� Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" ARCHITECT OF RECORD. ��O '.,
EQUAL-LEG UItreCOn
FRAMESILLS P.T.Southern Pine $G=0.55) 1" 1-3/8" 3)VISIBLE LIGHTWIDH OR HEIGHT(ALSO REFERRED TOAS ��C� 'c<ORIDt;,••'
B)USE ONLY FILA HEAD ANCHORS READS BEYOND EN JAMBS. NIHEXIFLAT HEAD TYPE IS DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING.METAL SUBSTRATE. /�/SS'ONAL
VERTICAL SECTION B-B ALLOWABLE FOR ANCHORS IN HE HEAD. /1111111111111
C)"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. A.LYNN MILLER,P.E.
P.E.N 58705
INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES
EDGE EDGE
DISTANCE
DISTANCE
EMBEDMENT
EDGE
DISTANCE 1WMAXSHIM- 1X'MAX SHIM
SASH VISIBLE
5 17 4pprawdOrmmpbl,8.tm tb
LIGHT WIDTH 9
B
EMBEDMENT
114 MAX. 19 FIXED VISIBLE $4 MO-1
27 T EMBEDMENT
2 SHIM LIGHT WIDTH e-
30 18
TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE
FIXED DISTANCE PER SUBS
VISIBLE TRATE,
SEE TABLE 9. 44 .2
LIGHT
HEIGHT31 5 R@
32 t BUCK WIDTH
TYRANCHORTYPE,
G�
HORIZONTAL SECTION C-C LU U)
45 EMBEDMENT AND EDGE >
DISTANCE PER SUBSTRATE,SEE
DADE APPROVED MULLION,FBC TABLE 9.(NAIL SHOWN) p (a
14 COMPLIANT ALUMINUWSTEEL FRAMING 0x
V4"MAX.SHIM OR STEEL STUM MAYS VERTICAL OR cm
HORIZONTAL SEE SUBSTRATE 0 (D Z Z
PROPERTIES,TABLE 9. U.1
43 VISIBLE LIGHT FORMULAS: z 5!tE
BUCK 13 (SHOWITFOITSTANDARD'SILL-,SEEn.
-
HEIGHT 63 USE E THER I SHEETS 7 OR 8 FOR HI-RISE SILL)
TCH @
SWEEPLA #10 OR 012 STEEL Z
U.1
WIDTH - R I< 9mo
MIDSPAN OR 2 46 55 SELF-DRILLING @ SASH&FIXED LITE:BUCK WIDTH-4.12' > v '
BOTTOM LOCKS SMS(GS),SEE TABLE 9. u)
2� 0 z
HEIGHT(EQUAL-LITE)
SASH C9 Z
VISIBLE BUCK HEIGHT12-'3.23" z 0 LL
LIGHT INSTALLATION :) F- 0
HEIGHT(PROVIEW) x 0 M 1
HEIGHT OPTION? @FIXED LITE:BUCK HEIGHTt2-4.28" W W
ANCHORED THROUGH @SASH:BUCK HEIGHT/2-11.43" Zi C?
INTEGRAL FIN INTO METAL 0 X 15--
HEIGHT(CUSTOM SASH) z
STANDARD SILL @FIXED LITE:BUCK HEIGHT-SASH HEIGHT-2.55"
EXTERIOR 16 SHOWN.SEE @SASH:SASH HEIGHT-4.60"
0
7' 33 PREVIOUS SHEET z W-
42 FOR OPTIONAL W %
I"WEEP HI-RISE SILL 2
I.-
NOTCH AT -j W
<
EACH END LE 9:1/4'MAX Min.Edge Min. NOTES,
SHIM Anchor Substrate Distance Embedment 1).USE ONLY SUBSTRATE-APPROPRIATE Ly N
2-112'x.113"Box Nall P.T.Southern Pine(SG=0.55) 5116" ... //-
2.438, ANCHORS LISTED ON TABLE 9.FOLLOW N/k,
�ICEN
EMBEDMENT AND EDGE DISTANCE LIMITS. •
ANY Common Nail P.T.Southern Pine(SG=0.55) 3/8" 2.438 ANY
TYP,ANCHOR TYPE, 2-112"x.146'Roofing Nail P.T.Southern Pine(SG=0.5 wal. 2.438 INSTALLATION OPTION SHOWN MAY BE USED No.58705 5) ON ANY SIDE OFTHEWNDOW.
EM I .0
EMBEDMENT AND EDGE EDGE DISTANCE 2-112"x.145"Roofing Nail P.T.Southern Pine(SG=0.55) 318' F438
DISTANCE PER SUBSTRATE,-'� 2)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO
:..
SEE TABLE 9. #10 Steel Trusshead Screw or P.T.Southern Pine(SG=0.55) 112" 1.375 REFERRED TO AS DAYLIGHT OPENING)IS 4 -Z
- ---] Q' 'j
(SCREW EMBEDMENT 0.125"Aluminum,6063-T5 min. 5116' 0.125 MEASURED FROM BEADING TO BEADING.
#12 Steel,18-8 or 410 SS S�T -z I
0,05
Screw O.OW A36 Steel 511
VERTICAL SECTION D-D
0.045"(18 Ga)Steel Stud,Gr.33 min. 5116' 0.045
ft L
'
A)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. 'fill I I k
11
A.LYNN MILLER RE
P.E.0 58705
2.560' 3.185" 2.060" -�
2.848"
2.848" T
}
{� .062" 1.125"
2.848" � .062" .062"n I Li
.Ofi2"
2.112" 2.724' 2.724" 2.724"
"'p'.vcd a...plying wil0 1h+
1.489" ••--� 1.125" FI-i 6.1d[ng
.987" I Ust.
.062" ..082" .062" NOP1i
Yitaai Dade ProOoA n6o1
O FLANGE FRAME HEAD O INTEGRAL FIN FRAME O EQUAL LEG FRAME HEAD O FLANGE FRAME JAMB O INTEGRAL FIN FRAME O EQUAL LEG FRAME JAMB °
2.799' 2.798" 2.798"
2.798" 2.798" 2.798"
3.008'• W 9 T �
2.841" 3.466" 2.341" 3.508" 4.133• C O 'nab
o 0
.062' .082" .062" - .062" .082° .062" C}7 N z a/np ir
OJ 9 z Z
Z W o
Z D- 1D m LU n
o U
1.126° FLANGE FRAME SILL 1.125" 72 EQUAL LEG FRAME W Z �. Q J uMa�O 'ON
O FLANGE FRAME SILL O EQUAL LEG FRAME SILL 10 HI-RISE O SILL HI-RISE o W Q pMp
OINTEGRAL FIN FRAME SILL O INTEGRAL FIN FRAME Z o Z
2273• -�-� 11 SILL-HI-RISE u - r
LL
Z I
-+{ 1.300" ,120" 2,273" �I _
170 I STRUCTU SILICONE o 11
HOT-MELT BUTYL ® m W
POLYISOBUTYLENE 114"NOM. STRUCTURAL 3/16"NOM. '+ (J7
2 772" NgTM SILICONE Z 1aaV5
.062• DESICCANT FOAM WENT (n z
2.211" 2.105" _ DESICCANT Q 2 O Q I
1.235" u
2.150" ,062" .062" I EXT.GLASS 0 Z F o
-i EXT.GLASS � � �. rz
- I INT.GLASS INT.GLASS O J X W
.062" 'If+-- 'I 1.300" �- '1 1.300„ 1.300' f Q LU
70 KODISPACE 45G TPS 71 SUPER SPACER®NXT� N1 'asap saua5
SASH TOP RAIL 14 FOXED MEETING 15 17
HI-RISE RAIL SASH BOTTOM RAIL-
is 1g SASH BOTTOM RAIL SASH SIDE RAIL
111111111/////
�.`1 Qp1� LYNtV
ALUMINUM DESICCANT FILL �,. /17/ /moi
POLYISOBUTYLENE '� L%GENSE '•��
�+- 1446• �... REINFORCEMENT SEAL 5/16"NOM. Q�:• •.(f`�
�+-•
1.522"' �{ I •�0"� .634" .465" --'-I •61r 1 -- '496"tj 'I ;S
SILICONE SEAL *•: NO.58705 '•:
I I 627„ I� BUTYL 8 STAINLESS STEEL /J�
'�0" Tj� .802" .802" .802' .802" DESICCANT i-O (h' �/
.813° FOAM 'D
EXT.GLASS EXT.GLASS ����'. SAT OF •(V`
1.370" .070' .070" .045° '�ll� .050" �I %�s•'•F.O....
INT.GLASS INT.GLASS
le HEAD COVER ANCHOR le SASH STOP COVER ®IG BEAD se IG SNAP BEAD O 5/16"LAM[BEAD zt 7/16"LAMI BEAD ,S'ONAL
//011111%1111
72 DURASEAL®SPACER 73 XL EDGE"SPACER
A.LYNN MILLER,RE
P.E.lt 58705
TABLE 11:
III PGT Part# Description Material 51 ASSEMBLY DETAILS FOR
1 642001 Head,Flange Alum.6063- FLANGE FRAMES
2 624017 Head,Integral Fin Alum.8063-T6 (OTHER FRAME TYPES SIMILAR).
3 624028 Head,Equal4eg Alum.6063-T6 a
4 624004 Jamb,Flange Alum.6063-T6 4
4A Jamb,Flange(Used For Alternate Radius Top Head) Alum.6063-T52 1
5 624020 Jamb,Integral Fin Alum.6063-76 51 +ppm.ca as wmwymg wiN nc
5A Jamb,Integral Fin(Used For Alternate Radius Top Head) Alum.6063752 Fto Burdinf
6 624031 Jamb,Equal-leg Alum.BOB&TBL
BA Jamb,Equal-leg(used For Alternate Radius Top Head) Alum.6063-T52 40 HEAD
7 624002 Sill,Flange Alum.6063 TB
8 624018 Sill,Integral Fin Alum.6063-TO INTERIOR
9 624029 Sill,Equal-leg Alum.6063-78 S� 41
10 624003 Sill,Hi-Rise,Flange Alum.6063-TB JAMB
11 624019 Sill,Hi-Rise,Integral Fin Alum.60i T6
12 624030 Sill,Hi-Rise,Equal-leg Alum.6083 T6 p 14 q
13 624006 Sash Top Rail Alum.6005A-761
14 624005 Flxed Meeting Rail Alum.6005A-761 INTERIOR
15 624012 Sash Bottom Rail-Hi-Rise AIum.6D63T8 JAMB �i ay Y
16 624068 Sash Bottom Rail Alum.6063 T6 LU z
17 624007 Sash Side Rail Alum.6063-TB FIXED MEETING RAIL > wlR 0 "aa
18 624051 Head Anchor Cover Alum.-6053-T6 p Q
C1 W
19 624015 Sash Stop Alum.6063-TB
25A 624009 IG HeadAlum.6063 T5 In O
258'-674011 1GSnap Bead Alum.6063•T50 d w _ Z
Lu
25 624013 5116"Lami Beading Alum.6053-T6 _ Z LL co m –s n
27 824026 7116'Land Beading Alum.6063-76 - ---- SASH-BOfit°OM-RAIL -m—L- ---.a-
X06 ®�
30 6TP247 Glazing Bead,Bulb Vinyl for#624023 Vinyl SASH LU Z a �
31 6TP248 Glazing Bead,Bulb Vinyl for#624009򘖋 Vinyl 4 SIDE 16 0} a ;Q om0
32 724046 Sweep Latch(@ Top Rail) Cast Znc RAII o oco
33 624049 Bottom Latch(@ Sill) Alum.6063-TB JAMB o
34 Setting Block(1/8"X 112"X4") Neoprene Z C7
35A IG Setting Block(1/8"X3/4"X4") Neoprene Q
358 7240t4IG Snap Setting Block Vinyl ® N LU W
36 724044 17 Bottom Rail Weatherstrip Extension N � � r
37 724053 Sill Gasket Polyethylene # Z W hays
38 724054 Sash Top Rail Gasket Polyethylene 37 = Z
39 724055 Sash Bottom Rail Gasket Polyethylene U
40 724057 Head Gasket Polyethylene h Z 0
.41 724063 Meeting Rail Gasket Polyethylene 2
42 61226D Sash Bottom Rail Bulb Vinyl Polyethylene39 INTERIOR ci O 3:
43 Weatherstrip,.270"x.187",Fin Seal(@ MR) ¢
afl!1 '�sa0 saua5
44 67S16G Weatherstrip,.170"X.270",Fin Seal(@ Sash Side Rail)
45 Weatherstrip,.179'X.187",Fin Seal(@ Top Sash Rail)
46 %odes Balance with Cooer&Tdm Rigid Vinyl SILL TABLE 10:MATERIAL PROPERTIES USED `1 o0v�v1 Y
LYN/y'�f�
51 781PSQX. #8 X 1"PH SMS(Assembly) Stainless Steel 51 FOR ANCHORAGE CALCULATIONS: •. L%CENSF '•.(,�, r
55 7834AA #8 X3/4"Ph.PN SMS(Balance) Stainless Steel 7 Material Min.Fy Min.F„ rt :
63 - Alum.Screen with Fiberglass Mesh Varies Steel Screw 92 ksi 120 ksi No.58705 ••: *,
INTERIOR *J
70 - Kommeding Kodispace 4SG TPS 188 Screw 60 ksi 95 ksi —
71 - QuanSee Sheefex Super Spacer nXT 10 for 51 � 410 Screw 90 ksi 110 ksi �'O•. P'j! >L
72 Quanex Duras al Spacer Elco UltraCor @ 155 ksi 177 ksi g A OF 1Qj
Materials O•'•
73 Cardinal XL Edge Spacer NOTES: 410 SS Elco CreteFlex� 127.4 ksi 189.7 ksi :�'�` '•:"LORIOP.
6063.75 Aluminum 16 ksi 22 ksi •••••
74 Dow 791,899 or GE 7700 Backbedding Silicone 1)ALL CORNERS TO USE GASKET ANDIOR SEALANT. A36 Steel 36 ksi 56 ksi 7 7s /0
Gr,33 Steel Stud 33 ksi 45 ksi / 7S/t 10.11111 \
2)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY.
A LYNN MILLER,P.E.
P.E.#58705 1
I
MIAMI-DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE OA www.miamidade.gov/economy.
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials: The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dale County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration ate stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right
to have this product or material tested for qua]ty assurance purposes. If this product or material fails to
perform in the accepted manner, the manufactur r will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use f such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if't is determined by Miami—Dade County Product Control
Section that this product or material fails to meet, a requirements of the applicable building code.
This product is approved as described herein, d has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zo e.-
DESCRIPTION: Series`TW7720A"Aluminum Fixed Window—L.M.I.
APPROVAL DOCUMENT: Drawing No, MP7720A.1, titled "fixed Window Installation Guidelines",
sheets 1 through 10 of 10,dated 04/12/13,with revision D dated 03/16/18,prepared by manufacturer, signed
and sealed by Anthony Lynn Miller,F.E., beark�g the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and ex iration date by the Miami-Dade County Product Control
Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permane t label with,the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami ade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered r a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur afte the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of any product, for sales, advertising or any o er purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall bcause for termination and removal of NOA.
ADVERTISEMENT: The NOA number p eceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displ ed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspectio at the job site at the request of the Building Official.
This NOA revises and renews NOA#17-061411 and consists of this page 1 and evidence pages E-1,E-2,
E-3 and E4,as well as approval document me tioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
NOA No.18-0430.05
MEetMi DQE CaU�v�Y Expiration Date: February 19,2024
Approval Date: August 23,2018
Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER I IREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings an sections.
sections.
(Submitted under NOA No. 08- 112.09)
2. Drawing No. NW-720-820.1, ti ed "Fixed Window Installation Guidelines", sheets I
through 11 of 11, dated 04/1 13, with revision C dated 06/06/17, prepared by
manufacturer,signed and sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Uniform S Air Pressure Test,Loading per FBC,TAS 202-94
;s� c res
i
2)Large Mi., '11 Impact Test per FBC, TAS 201-94
3),Cyclic Wind ressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
I
a PVC fixed window and an al mm* um sliding glass door, using: Kodispace 4SG TPS
spacer system,DuraseaI6 space system, Super Spacer6 NXTTm spacer system and XL
EdgeTM spacer system at insulat d glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL 8717, FTL-8968 and FTL-8976, dated 11/16/15,
06/07/16 and 06/02/16 respecti hely, all signed and sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 16- 629.14)
2. Test reports on: 1)Air Infiltrati n Test,per FBC,TAS 202-94
2)Uniform Sta c Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resis ce Test,per FBC,TAS 202-94
4)Large Missil Impact Test per FBC, TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestratiln Testing Laboratory,Inc.,Test Report No.
FTL-7212,dated 03/21/13, sig
,ped and sealed by Marlin D.Brinson,P.E.
(Submitted under NOA No. 13-0502.03)
3. Test reports on: 1)Air Infiltrati n n Test,per FBC, TAS 202-94
c
2)Uniform Sta c Air Pressure Test,Loading per FBC,TAS 202-94
is
3)Water Resis ce Test,per FBC,TAS 202-94
il I
4)Large Missil Impact Test per FBC,TAS 201-94
Id P1
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
along with marked-up drawings and installation diagram of an aluminum fixed
window,prepared by Fenestrati n Testing Laboratory,Inc.,Test Reports No.
FTL-3835 and FTL-3850,date 07/18/03 and 07/31/03 respectively,all signed and
sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03- 105.01)
A21
Manuel,perkz, .E.
Product Controlner
NOA No.18- 30.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
PGT Industries,Inc.
NOTICE OF ACCEPTANE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculatio ,and structural analysis, complying with FBC 50'
Edition(2014)and FBC 61h Ed tion(2017),dated 09/15/17,prepared by
manufacturer,signed and seale by Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Re, latory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1 17.01 issued to Kuraray America,Inc.for their
"Tro'sifolOUltraclear,Cleard Color PV13 Glass Interlayers"dated 01/19/17,
expiring on 07/08/19. t
2. Notice of Acceptance No. 14-016.11 issued to Kuraray America,Inc.for their
"SentryGlasg(Clear and Wh' e)Glass Interlayer"dated 06/25/15*,expiring on
07/04/18.
3. TREMCO Part No. TR-14271j'EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification;or Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option 11 exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers-Tension of 16 ,0 PSI.
c) ASTM D395B Test Metho s for Rubber Property- Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method or T6ar Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastom Irs of 143 lb/in.
4 ManuelPerE.
Product Control E a L er
—OA No.1830.105
Expiration Date: February 14,2024
Approval Date: August 23,2018
E-2
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conforman e to FBC 5th Edition (2014) and FBC 6a Edition
(2017), dated 08/29/17, issued y manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no finance
interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Miller,P.E.
3. Proposal No. 16-1371B issued y the Product Control Section, dated 11/09/16, signed
by Manuel Perez,P.E
4. Proposal No. 16-0125 issued b the Product Control Section, dated 03/09/16,signed
by Ishaq Chanda,P.E.
5. Laboratory compliance letter f r Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinso , P.E.
(Submitted under NOA No. .13LO.502.03)
6. Laboratory compliance letter fpr Test Reports No. IFTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectiirely, all signed and sealed by Joseph C. Chan,P.E.
(Submitted under NOA No. 03 1105.01)
G. OTHERS
1. Notice of Acceptance No. 16- 629.14, issued to PGT Industries for their Series 'TW-
701/720/820"Aluminum Fixed Window L.M.I." approved on 08/04/16 and expiring
on 02/19/19.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MD-7720A.1,titled"Fixed Window Installation Guidelines", sheets I
through 10 of 10, dated 04/12/13,with revision D dated 03/16/18,prepared by
manufacturer, signed and sealedby Anthony Lynn Miller,P.E.
Manuel ere
Product Control Ex4n
Oer
NOA No.18-0430.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-3
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. Test reports on: 1)Air Infiltrati I n Test,per FBC, TAS 202-94
2)Uniform Sta ic Air Pressure Test Loading per FBC,TAS 202-94
3)Water Resist ce Test,per FBC,TAS 202-94
4)Large Missil Impact Test per FBC, TAS 201-94
5)Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entr ' Test,per FBC 2411.3.2.1,and TAS 202-94
7)Drop Load'Lest,per CPCS 16 CFR 1201 (Cat 11)and ANSI Z97.1
(400 foot-po d impact)
along with marked-up drawings and installation diagram of a series PW7620/PW7720
aluminum fixed window,prepa.ed by Fenestration Testing Laboratory,Inc.,Test
Report No. FTL-18-7763,.6ted 03/19/18,signed and sealed by Idahnis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition(2017),prepared by manufacturer, dated 04/19/18, signed and sealed by
Anthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department ofReatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
'
1. Notice of Acceptance No. 17 1114.14 issued to Kuraray America, Inc. for their
r
"Trosifol@ Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2, Notice of Acceptance No. �te)
808.02 issued to Kuraray America, Inc. for their
"SentryG]as@ (Clear and Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conformanc,e, complying with FBC 6th Edition(2017), dated April
20,2018, issued by manufactilfer, signed and sealed by Anthony Lynn Miller,P.E.
2. Statement letter of no financ'i interest, dated April 20,2018,issued by manufacturer,
signed and sealed by Anthony ynn Miller,P.E.
3. Proposal No. 17-1508 issued b the Product Control Section, dated November 16,
2017, signed by Jorge Plasenci ,P.E.,Product Control Unit Supervisor.
G. OTHERS
1. Notice of Acceptance No. 17- 614.11,issued to PGT Industries,Inc.for their Series
"TW-701/720/820"Alumin Fixed Window—L.M.I.,
approved on 10/1=and
expiring on 02/19/19. 7 2
Manuel Per
r_oduct Control Exa
NOA No.18-0430.05
Expiration Date: February 19,2024
Approval Date: August 23,2018
E-4
GENERAL NOTES:SERIES PW7720A
IMPACT-RESISTANT FIXED WINDOW DESIGN PRESSURE RATING IMPA��
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH VARIES, LARGE&SMALL MISSILE
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE SEE SHEETS 2-5 IMPACT RESISTANCE
HIGH VELOCITY HURRICANE ZONE(HVHZ). 49."TIP-TO-TIP WIDTH
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE 48-BUCK WIDTH 48"BUCK WIDTH 48"BUCK WIDTH
DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30' VISIBLE
IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. LIGHT WIDTH 45-1/4"VISIBLE '114"=
4Li,'T PRODUCT REVISED
LIGHT
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY LIGHTMOTH IS as complyiag with the Florida
D.SHEET---' F,SHEET a Buildirqt Code
USED' 7 1 1 H,SHEET 9
MIAMI DADE COUNTY APPROVED MASONRY ANCHOR$,MATERIALS SHE 6-10MAX� 2"MAX.
F-P. A—ptatuxl4o lb-04�3-.Cq
FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90ExpiraNan Date
CONCRETE MASONRY UNITS AND CONCRETE WITH MIN,KSI PER I I-
ANCHOR TYPE. A - C E,SHEET 8,
4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED
1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS SHEET 6 A SUCK SHEET c SHEET 9 E.0 JR-03/16118-UPDATED
ARE 1-12"THICK OR GREATER.IX AND 2X BUCKS eMEN USED)SHALL BUCK VALUES AND SIZES FOR
I DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. HE L
INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X L HEIGHT L_
BE L CHI -—-—-—-— GLASS TYPES 5-8.
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF 93-114" T 93-1/4' SERIES NAME CHANGE TO
THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). t2"MAX- VISIBLE 12"MAX. 93-1/4" VISIBLE a 7720A FROM 720,
D.C. LIGHT O.C. VISIBLE LIGHT
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL r i j HEIGHT i LIGHT HEIGHT
DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT EMBEDMENT. HEIGHT
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE 97"
TIP-TO 96" UJ
FRAME.INSTALLATION ANCHORS SHOULD BE SEALED,OVERALL TIP BUCK >
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF 5"MAX.
INSTALLATION SHALL BEGONE BY OTHERS AND IS BEYOND THE HEIGHT O.C.
SCOPE OF THESE INSTRUCTIONS.
0 cq
-6)MAX-Al"HIMSAREREQUIREDAT FAQH ANCHOR LOCATION OJ
WHERE THE PRODUCT IS NOT FLUSH TO THE—SUBS7�TE.USE_S . . . . . . . . 0 J o a.y z 's
CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY z LL n
OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS B 12"MAX. D 12"MAX.O..- LU
IMPOSED ON THEM BY THE WINDOW, 6.112"MAX. 2"MAX.
sp MAX.O.C. 5
7)DESIGN PRESSURES: TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME 0 0MG
LU
is
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST ELEVATION ELEVATION ELEVATION o> 0
PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM E1300, z v
0
I— U.
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, y 0
STRUCTURAIJ CYCLE TEST PRESSURE,FRAME ANALYSIS AND GLASSFIGURE 1:
PER ASTM E1300. GUIDE TO SHEETS: 12"O.C. SHAPES AS SHOWN BELOW OR SIMILAR,MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK 51
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,A= MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5. 29 (1) .0 P-qs
GENERAL NOTES................... 1 ANCHOR SPACING TO BE 6"MAX.FROM CORNERS AND 12*O.C.MAX.FOR ALL CURVED FRAME (0
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO ELEVATIONS................................1 MEMBERS,SEE FIGURE 1,THIS SHEET, LU
RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN GLAZING DETAILS .2-S I
PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES..................2-5 12"O.C. 0 8 z
THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS INSTALLATION,FLANGE,............6 I--WIDTH—j F—WIDTH--i J--WLDTH—_j I—WIDTH 0 z
MAX. Z
USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS INSTALLATION,EQUAL-LEG 7 r r _1 _J
T T" T 0 g < <
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS INSTALLATION,INT.FIN A6 _8 W
SHALL M m a Lu
EET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INSTALLATION,INT.FIN B...........9 LU
FOR CORROSION RESISTANCE CORNER ASSEMBLY............... 10 M x Wz
EXTRUSION PROFILES,........... 0 0* a-
MAX.
9)REFERENCES:TEST REPORTS FTL-3835,3850,7212&18-7763;ELCO PARTS LIST...................................10 '"M .—cy s.,n
ULTRACON NOA:ELCO CRETEFLEX NOA;ANSVAF&PA NOS 0 L
FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL. TABLE 1: WIDTH WIDTH—f WIDTH--i F—WIDTH--i
r
0 Ly
ro .... ..
10)THE 772011 SERIES WAS FORMERLY CALLED THE 7201820 SERIES. I�pe
Sheet
Descflpflon T
# I .
#
CODES/STANDARDS USED: 2 ia /01 W • No.58
:2017 FLORIDA BUILDING CODE(FBC),6TH EDITION 2 711W Laml(,VIO'HS090"PVB-3/16"HS 3
ASTM E1300-09 3 1-1116-Lam].IG(&16'T-7tI6"AJr 3I16'An090'PVB-31I6'HRL 2 _LL J J_L j
-ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION 4 1-1/16-Jami.IG(3116-T-
7/18'Air-3118*HS-.090'PVB-3116-HS? 3 Z,
*ALUMINUM DESIGN MANUAL,AOM-2015 5 Tfl(r Lanni WIDTH WIDTH--i WIDTH WIDTH
•AISI SIOD-12 8 MS.La., S F.
• SC360-10 1 1.1 1 R
A] 7 1 116-LaML IG(3115-T-711t5'AJr-3116'An-GOV SG-3116" TA TA' , T I '_1
An) ...... ....
1 4
1 8 11-1116"Laml.IG(3/16'T-7/16"AJr-3116*H$-.090"SG-3/IVHS) 5
THIS SYSTEM HAS BEEN TESTED TO MEET THE 400 Fr-LB "SG"="KURARAY SENTRYGLAS'INTERLAYER"BY KURARAY AMERICA,INC. S2
KINETIC ENERGY IMPACT LOADING REQUIREMENTS OF m
PVS'-'KURARAYTRO8IFOI.0 PV13 INTERLAYER'By KURARAY AMERICA,INC. m
ANSI Z97.1 WHEN USING GLASS TYPES 6 OR 8, A LYNN MILLER,P.E.
P.E.#58705
TABLE 2:
Window Design Pressure{+l-,psf)for Glass Type 1
Long Side,lip blip n 7116"LAMINATED
6& 73 77 85 89 93 97 1-8 106 110.82 GLASS STACK
31 +/-8080 +1-81) +/-80 +1-/-80 ./-so +!-BO +i$ H
0 -80 H-80 +l$0 +/-BO 111
33 +!-80 1 +1-80 +1-80 +/-SO +/-80 +1-80 +/-80 +LOA +/-80 +/$0 +1.80 kGLASS
INTERLAYER
3S +t-80 +1-80 +1$0 +/-80 +/-80 +1.80 +/$0 +1.80 +1-80 +1-79.8 .+t-79.4 '
37 +/-80 +/-so +t$0 +/-80 +1.80 +/-80 +/.79.7 +/-77.2 +1-75.1 +1-73.4 +/-72.2 EAT STRENGTHENED GLASS
3/16-ANNEALED GLASS
39 +1-80 +/-80 +1-80 +/-80 +t-BO +/-78.1 +J-752 +FT2.5 +1-70.3 +1-68.5 +1-68.3 t'A06VC'C REVISED
41 +1-SD +1-80 +1$0 +/-79.B +1.77.2 +1-74.3 a/-71.3 +1-67.9 +1$5.1 +/-63.4 +1$1.8 4 17 w complyim„with the Florida
43 +J-80 +1-80 +!$0 +1-77A +t-74.3 +t-71.3 +t-H8.2 +t-84.7 -71$7.6 at-59.8 +t-68.2 Building Code
- 45 +/$0 +1-80 +/-78.8 +/-75.4 +/-721 +t-68.9 +1-65.6 .1.62.2 +/59.7 +/-67.5
F- Aatptnmx 14o D.
47 +1-80 +7-80 +1-77.2 +t-73.6 +1-70.1 +1-WS +!$3.5 +1-60.3 +tS7.7 . t�� Exyimtion i3ax
n SITE
I' LONG SIDE
F 49 +/-80 +/-79.3 *l-75.8 +1-71.9 +1$8.3 +1-84.9 +/.87.5 +1-58.2BY
m 51 +1-80 +1-77.5 +t-74.1 +1-70.3 +1-68.7 a1-83.1 +t-59.7 1S T-
mCtg53 +/-79,1 +I-75A +/-72.4 +1-68.8 +1.65.1 */-61,5
n
55 +1-77.4 +1-73.8 +/-70.5 +1-67.3 +1-63.5 EXTERIOR SHORT NO CHANGES THIS SHEET.
y 57 */-75.8 /-70. +/•66.8 *I-65.3 SIDE
59 +1-74.2 +f-70.3 +1-68.8 � 20 �
61 +/-72.7 +1-68.7 +i$5
63 +1-71.2 +/$7.1 GLASS TYPE 1 x
65 +/-69.7 +/-65.5
67 a/-68.3 I•�- LONG SIDE --��
68.778 +1-87 •7--•
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION IN O
H{ z
RT W
THE TABLE TO DETERMINE THE WINDOW SIZE. SHORT
w nab
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. SIDE R
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS Of jr o V� CO .-
COMPLETELY FIT WITHIN,
0 N i alo0 Q q
TABLE DIMENSIONS MAY BE O c`ai ; a
TABLE 3: ORIENTED VERTICALLY OR Q-1 o a wZ p
Window Design Pressure(+!-,Psi)for Glass Type 3 .IiOBI.ZONTALLY AS SHOVtlhi. -2 u'- s- W uerolO
Lan Side,Tl b71 In W U CD ®'' --R
F Z .�-. 4 0 'oN
88-718 73 77 87 85 69 93 97 107 108 710.7!2 1-1/18"NOM. o u U' 9MO
'
31 *1-80 H-80 +l$0 a/-SO +/-80 y-80 +1-80 +1-80 +1-80 +1-80 +1$0 GLASS STACK 7116"LAMINATED W^,,,a z _
33 +!-BO +680 +!$D +1-80 +1-80 +!-SO *1-80 +!-SQ GLASS STACK o 035 +t-80 ♦1-80 +1.80 +1-80 +-80 +/-SO +t-80 +t-60 +!-81 +1.80 +iSO 31 6HEAT
W u-
37 */-80H•80 +!$0 +/-8D +1-S0 +1-80 +680 +/-80 +!$0 +/-80 +/$0 3/16"TEMPERED GLASS STRENGTHENED GLASS M Cj
39 +1-SD +/-SO +/$0 +1-SO +680 +680 +/-SO +1-80 +/-79.4 +/-76.4 +/-74.3 3/16"ANNEALED GLASS < N
41 +/-SD +1-80 +1$0 +/-SO +/-80 +1-S +/ O +76.7 +/-73.5 +/-7.9 +/ 9 7116" IRSPACE S .090"PVB jISHORT (+- F- W~
.-4943 +1-80
+1-80 +1$0 +1-80 +1.80 +1.80 +/-77 +673.1 4-69.6 +1-66.9 +/-65.2 INTERLAYER SIDE N Z of j
F 45 +/-BO +/-80 +/$D +1-80 +/-80 +1-77.8 +/-74.1 +/-70.3 +t-67.5 +/-63.9 11 F
8 47 +t-80 I +t-W +1$0 +680 1 +1-79.2 +t-75.4 +t-71,7 +1-66.1- +/$5,1 h V3 Z j
F 49 */-80 +/-80 +/-80 +1.80 +1-77.2 +1-73.3 +l-6B.5 +1.65.6 5 „�,� L) W atoag "
51 +/-80 +680 +!$0 +t-79.4 +1-76.3 .1-71.3 +t-67.5 518^ 4
3? 53 +/-80 rl-80 rl$tl H-77.7 +/-73.5 +1-69.5 GLASS BITE p
CLN
55 +1-80 +t-80 +1-79.8 +t-76 +1-71.8 1-3 LONGh� N
57 +/-80 +/-80 M-77.5 +/-73A z
� � SIDE w In
59 +!-BO +t-79.4 +1-75.4 EXTERIOR U X
61 +1-80 +/-77.6 +1-73.5 ti 0 0_
63 +/-80 +/-T a G) 7%7 21 13 ( ap!1 'asaa sauas
65 +678.8 +674
se:78 +1-7a.s GLASS TYPE 3 I SHORT1��•``�N`l1LYNA(#�
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT I"FROM THE TIP-TO-TIP DIMENSION IN - --'-i SIDE `�'t�.•'410EN$E'•.�(��
THE TABLE TO DETERMINE THE WINDOW SIZE. 4': •.
2)FOR SIZES NOT SHOWN.ROUNDUP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. No.58705
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS •: 7k'
COMPLETELY FIT WITHIN. t+X
vs .
ST
i�(� ••;CLORiOP;.-' \=ice
ONAL
A.LYNN MILLER,P.E.
P.ES758705
TABLE 4:
Window Design Pressure(+j.,psf)for Glass Types 2&4
Lo Side T to Te in
6&778 73 77 81 85 89 93 97 101 105 110-1/2 113 117 121 125 129 133 137 141 145
31 +/"80 1 +/-60 +/-80 1 -80 +1-80 +/-80 +/-80 +/-80 +/-80 +/.80 1 +/.BD +/-80 +/-80 +1-80 I +/-80 +/-80 +/-80 +)-80 +/-80 +1-80
33 +1.80 +1-80 +680 +1-80 +1-80 +1-80 4/-80 +/-80 +1-80 +1-80 +/-80 +/-60 +/-80 +/-80 +/-80 +/-80 tt-80 +/-80 t/-80 +7-80
35 +1.80 1 +1-80 +1-80 1 +/-80 +/-60 +1-80 +/-80 +l-BD +/-80 +/-80 1 +1.90 +1.80 +/-80 +/-80 +/-80 +1-80 +/-8D PRODUCT REVISED
37 +/-8D 1 +/-8D +1-60 +1-80 +/-BD +/-80 +/-80 +/-80 +/-80 +1.80 +/-80 +1.80 +1-8D +1.80 +/-80 +1-80 ac wmplying wit t the Florida
39 +1-80 +/-80 f+1_80 +/-80 +/-80 +/-80 +1.80 +/-80 +/•80 +1-80 +/.80 +/.80 +l-80 +l8D41 +680 +1.80 +1-80 +1-80 +1-8D +t-80 +t-80 +t-80 +1-80 +1-80 +/-80 43 +680 +l.80 +/-80 +1-8D +1-60 +1-80 +1-80 +/"80 +/-80 +/-80
45 +/-80 +/-80 +1-SD +t-80 t1-80 +1-80 +!-$S3 +t-8D +t-80 +1.80
8 47 +/.80 +/-80 +/-80 1 +/-80 +/-60 +/-80 +1-8D +!-SO +/-80 1
49 +/-S0 +/-so +t-66 +1-80 +/-80 +1-80 +/-80 1 +480
d 51 +/•80 +1.80 +/-80 +1.80 +1.80 +/-80 +/-80 1 _
!n 53 +1.80 +1.80 +680 +t-80 It
+/-79.1 NO CHANGES THIS SHEET.
65 +/-8D
57 +/-80 +1-80 +/-80 1 +679.1
69 +680 +/-60 +/.80
61 +/-80 +/-80
63 +/-80 +/-80
65 +1.80 +680
67 +/-BD
68-7/8 +/-80 ci M 52 O I�
nag
z 9 1
1)TIP- DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1'FROM THE TRIO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. w
FOR SI
2)FOR SIZESESO-TIP NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LANG DIMENSION. 0
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. )-h oaloe Q
0 rV Z yI1' N .
j 0c W
0- 0 o.w 2 RB 't
=LL r t
1
• '�_�—`oma'_—�.�
1-1/16"NOM. ---'77(''' (9 0m0
7/16"LAMINATED GLASS STACK 7/16"LAMINATED TABLE DIMENSIONS MAY R } p W .•+ a
1..�. DRIENTED VERTICALLY OR I o 7 cv o
GLASS STACK `_ GLASS STACK HORIZONTALLY AS SHOWN. "- $ 1. W LL
B INTERLAYER 3116"TEMPERED GLASS 3116"HEAT STRENGTHENED GLASS LONG --a O
M
EAT 3116°HEAT STRENGTHENED GLASS t. LONG SIDE SIDE � F
3115°HEAT STRgGTHENEDG—kSREN,GTHENED GLASS 7/16"AIR SPACE .090'PVS INTERLAYER I' I~fj W taa45
® m j fA
11 SHORT
SIDE O 0) 2
" 5 i SHORT Ul
q Q alas
519"BRE GLASS BITE J— SIDE a "' O-
We
1-3 Z N
p U_
Ul
EXTEXTERIOR �-�- LONG SIDE p O.
c] rte 21 13 I apy •asap sapa5
GLASS TYPE 2SHORT
GLASS TYPE 4 LONG
SIDE � SIDE 1\\ 'y LYNIVt,'`
�L
.�.� No.58705
Qf
SHORT
SIDE (� -A••, ttd 40-
OF
'!!A LYNN�u�ILIER,\
P.E.#58705
TABLE 5:
Window Design Pressure(+l-,psf)for Glass Type 5 '
NATED
Lon Side,n to Ti in 7l1GLASSLAMSTACK
68-718 73 77 78.3/4 81 85 88 93 97 101 105 109 110-112 GLASS STACK
37 +901-130 +90/-127.5 +901-123.5 +901-121.7 +901-119.8 +901-116.5 +9W-113.5 +901-111 +801-108.5 +9W-108.3 +901-104.5 +901-104.5 +901-104.5 ,090"SG INTERLAYER
39 +90.128.1 +90-120 +901-114.5 +901-112.9 +901-111 +90/-107.5 +901-104.6 +90-101.7 +90-BB.S -6901-97.7 +901-98.1 +90-84.8 +901-94.1
41 +eW-120.1 +9N-113.5 +9N-107.3 +BOI-105.2 +80-103 +90/-100.5 +80/•97.8 +901-94.8 +901-92 +/-BB.6 H-88 +/-86.5 +/-B8 3/16"ANNEALED GLASS ,
43 +901-114.4 +901-107.5 +901-102.5 +901-100.7 +BW-88.6 +901-95.2 +901-922 +/-89.1 +/-85.8 +1.83 N-81.4 +/-60.4 H-80.1 3/16"ANNEALED GLASS
45 +9W-108.7 +9W-102.5 +BW-98.6 +901-97.1 +901-94.8 +80.91 +/-87.3 +1-64.1 +/-81.7 a/-79.7 +1-77.8 +/-78.1 +1.75.6 PROCR;cr RSVISM
47 .90-104.4 +901-99.8 +90.95.7 +901-93.9 +90-Bt.6 +1.87.5 0-83.6 +/-81 +/-78.9 0-78.7 +/-74.7 +1-727 +/-72 oy�,pty�,g em"Fladda
49 +90.101.1 +9W-97 +9W-92.0 +9W-90.8 +f-88.5 0-84.3 0-81.2 ./-78.6 +/-70.1 +1.73.0 +/•71.7 0.89.0 +/.88.9 4 11 Boilding Godo
F 51 -;got9 M98.1 +80.94.1 +90-80.1 +1-88.2 0-85.7 0-62 +/-79.1 0-78.3 +/-73.8 +/•71.2 +1-88.9 ./-66.8 +1-6.5.9 Aeoept. 17e 31D*05
c 53 +90-85.3 +9W-81.1 0-67.4 +1-85.8 +/-83.3 +/•80 */•77 +/-74.1 +/-71.3 H-68.7 H-88.3 +/-64 0-03.2 Expirelion Ryle
FP78.141
+901.825 N-88.2 +/-84.3 +/-829 +1.81.4 +1-76.1 +1-74.8 +/-71.9 +/-69.1 +/-88.4 +/-83.8 0-61.8 +1-81.2 518"
901.9.9 +1.85.3 a/-87.8 +f-80.8 +1-79 +1-76.2 +1-73 +1-68.8 +/-68.9 +/-84.1 +1-81.9 +/-60.1 GLASS BITE I+--- LONG SIDE By
W +/-87.7 +/-828 +1-78.7 +1-78.4 +1-76.8 0.74 0-71.1 +/-67.8 0-64.8 a1-822 0-80.3 ndaP Ct CmMrn
+/-84.8 0-80.8 0-77.8 0-78.2 +1-74.6 +/-71.7 +1-69 +l-85.9 0-62.8 +/•8D.8 1-2 Mi -
m +/825 +/•78.9 0-74.fi +/-73.2 +/-71.4 +/-68.4 +1-65.5 +/ .8 +/.80.9SHORT./-807 •/-n +1-73.6 +1-72.2 0-70A +1-67.3 .I-sa.a *I-62 EXTERIOR JR-03116118-UPDATED
+1-79 +1-75.3 +1-71.7 +1-T0.2 +/-68.4 +/-85.2 +/-824 20 13 SIDE VALUES AND SIZES.
0-77.3 H-73.8 0-70 +1-68.5 +1-66.6 +/-63.3./a3.ea0z +/-665 .1648 +1-628 +1-6D.6GLASS TYPE 5
0-70 +1-88.5 +/-63.2 +/b190-88.5 .1-64.8 1 0-81.9 +1-60.8
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE �- LONG SIDE -�
TABLE TO DETERMINE THE WINDOW SIZE.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONSY
COMPLETELY FIT WITHIN. SHORT W
/, to
SIDE // It rri 3: •nab
( Q
U' C-4 z ale0 W N
n
TABLE DIMENSIONS MAY BE -j 0 W
-TABLEB- ORIENTED VERTICALLY OR Z LL m ti i aMo �aCS
HORIZONTALLY AS SHOWN. _ __ S u LU
Window Design Pressure(+/-,psl)for Glass Type 7 _
U_ d�
Side in IW-•Z q 5 'eN
6&718 73 77 78-04 81 85 89 83 97 701 105 109 110-1/2 1-1/16"NOM. W Q 0 9ma
31 +90%130 +901-130 +901-130 +90-130 +90-130 +901-130 +80-130 .901-130 +901.130 +801.130 +80.130 +90-130 -6901-130 GLASS STACK ,t
33 +901-130 +W-130 +90/-13D +901.130 +80/-130 +901-130 +90-130 +901-130 .901-130 +901-130 +901.130 +901.130 +901-130 _I GLA LAMINATED yv p> Q W
35 +901-130 +901-130 +901-130 +90.130 +90.130 +90.130 +90-130 +801-130 +BW-130 +90-730 +901-130 +901-130 +901.130 '--I-II GLASS STACK P r•Z ct F W 0
37 +901-130 +901-130 +901130 +901-130 +901-130 +901-130 +BW-128.3 +80.125.4 +80.1228 aB0-120.1 +901-118.1 +80116.1 +BOI-110.1 Q M 0
39 +901-131) +9W-130 +901-129.4 +901-127.5 +901-125.4 +90-121.5 +901-118.1 +901-114.9 +901-1126 .901-110.4 +90-108.8 +901-108.9 +901-108.3 311 6"TEMPERED GLASS 3/18"ANNEALED GLASS J Q
41 +901-130 +80.128.3 +901-121.2 +901-116.9 +9W-116.4 +901-113.6 +BW-710.5 +90l-107.2 +90/.103.8 +90/-101.3 +901-99.4 .901-97.7 +801-97.1 3116"ANNEALED GLASS Q 1-
43 +901.129.3 +901-121.5 +901-115.8 .80-113.8 +901-111.4 +901.107.5 +801.104.2 +901-100.8 +901-97 ♦90-93.8 +901-92 +90-90.9 +90-90.5 7/16"AIRSPACE _I SHORT ® UJ laau5
45 +901-1229 .901-115.8 +901-111.6 +901-109.7 +90l-107.3 +90-102.8 +901-98.7 +801-95 +90-923 +BW-90.1 +1.87.9 +801-85.9 +BW-65.4 .090"SG INTERLAYER _telOf
47 +901-118 +901-1127 +90-108.1 +901-108.1 +801-103.5 +90-98.8 +90-94.4 +801-91.5 +/-89.1 0-68.7 +BO/-84.4 +801-821 +801.81.3 SIDE
Z
49 +801-114.2 +g01-108.8 +BW-109.8 +90-102.7 -6801-100 +90.85.3 +901-91.8 H-88.7 +/-68 +801.83.5 +80-81 0-78.7 .l-T7.6 11
a 51 +901-110.8 +901-108.3 -6901-101.8 +80.88.8 ago/-98.9 a90-82.7 +1-88.3 ./-88.2 +80/-83.2 +801-80.5 +/.77.9 +/-75.4 0-74.5 0 rA Z
'J 53 +901-107.7 +901-702.8 +801-88.7 +gW.B8.7 +801-84.1 +901-90.4 +1-07 +801-83.7 +801.80.8 0-77.7 0-74.9 0-723 0-71.4 5 W aloa5
65 +BO/-104.5 +90-88.6 +90-85.3 +901-93.7 +801-91.8 +1-88.3 +801-84.6 +801-81.3 +/-78.1 +/-76.7 +l-722 0-69.8 0-69.1 518" Z a
m 57 +901-101.5 +BW-98.4 +90-925 +90-91 a/-89.3 .80-88.1 +801-82.4 0-76.9 +1.75.6 +1.72.5 0-69.9 0-67.9 GLASS BITE F Z N
59 +901-98.5 a90-83.5 +l-90 +/-88.5 +80.88.8 +801-63.8 +801-80.3 +1-78.7 r/-73.3 0-70.3 +/•68.2
2-9
61 +901-85.6 .901-81.3 +l-87.7 +801-88.2 +801-84.3 +601-81 +1-77.9 +/-74.5 +1-71 +l-ee.7 L' LONG .
1-2 /�/ SIDE 0 W e
63 +90/-92.2 +/-88.1 +BW-84.3 +80.82.7 +BO/-BD.7 0-77.3 +1-74 +/_71 +/-BB.B X W 5
66 +BO/-81.2 H-87 +801-83.2 agW-81.8 N-79.8 a1-70.1 0-728 +1-70 F�(TERIOR LL 0 a-
67
67 +/-89.3 +BW-85 +801-81 a-79.4 +1-77.3 +1-73.7 0-70.5
867/8 ./-87.3 +eW-83.2 +/-78.1 +1-77.4 .1-75.2 +/-71.8 +1-69 s7e 21 13 a/11asa0 saua5
73 +80/-83.2 0-79.4 +/-75.1 a1-73.2 +!•71 +/-88.4
77 +/-79.1 .-75.1 +/-7144 +1-89.8 GLASS TYPE 7 `111111 I II1117/71
78-3/4 0-77.4 +/-73.2 0-69.9
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE SS DET \����pNY LYN/v
TABLE TO DETERMINE THE WINDOW SIZE.
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. V F (F
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS '•P
No.587
COMPLETELY FIT WITHIN. [0r5pp�
&ZONAL I�N
A LYNhJ MILLER,RE
P.EA 58705
i
TABLE 7:
Window Design Pressure(+/-,psf)for Glass Types 6&8
Long Side,TIP to TI (in)
68-7/8 1 73 77 78-314 81 85 89 93 97 101 105 109 1 110-1/2 113 117 121 125 129 137 145
31 +901-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 +901-130 +90%130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90/-130 +901-130 +901-130
33 +90/-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +901.130 +90/-130 +90/-13p +90/-130 +901-130 +901-130 +901.130 +901-130 +90/-130 +901-130 +901-130 +901-130 +90/-130 _
35 +90%130 +90/-130 +901-130 +901-130 +90/-130 +901-130 +90%130 +90/-130 +901-130 +90I-130 +901-130 +901-130 +9(11-130 +901-130 +901430 +90/130 +901-130 +90/-130 +801-110 +801-110 PRODUCr REVISED
37 +90/.130 +90/-130 +901-130 +901430 +90/430 +901-131) +90/-130 +901-130 +901.130 +901.130 +90/-130 +901-130 +90/-130 +90/430 +901-130 +90/430 +90/430 +901-130 +801-110 +801-110 .—plyi.S wilt the Florid.
39 +90/430 +901-130 +901-130 +901-130 +901-130 +90/-130 +90/130 +g0/-130 +90/-130 +90/-130 +901-130 +90/-130 +90/-130 +90%130 +90/430 +901-130 +801-110 +801410 +B0/-110 +801.110 BmIdin9 Cod.
41 +901-130 +901-130 +901-130 +901-130 +9D/-130 +901-130 +90/430 +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 +90/-130 +801-110 +80/-110 +80/-110 +801-110 +601410 +801-110 A=Ptl. 14Db�
cFa +901-130 +g -130 +g -130 +901-30 +901-130 +901-130 +801-110 +8 -110 +8 .110 +801-110 +801-10
+80.110 +801-11043 +901.130• +90/-130 +90/130 +901-130 +901-130 +901-130 +901-130 v
it
45 +90/-130 +901-130 +90/-130 +0 - . - - -10 +801-110 +801-110 +g0/-110 Y47 +90/-130 +90/-130 +901-130 +90/30 +9 .130 +90/-130 +901-130 +90/430 +90-130 +901-130 +8D1-110 +BN-110 +80/110 +80/410 +80-110 +80/-110 +BO-110 +80-110
49 +901130 +901-130 +901-130 +90/-130 +90/-130 +901-130 +901-130 +90-130 +901-130 +801-110 +80-110 +801-110 +601-110 +801-110 +8p-110 +801-110 +601-110 wE4ket
51 +901-130 +90/-130 +901-130 +90/-130 +90/-130 +901-130 +90/430 89.41-128. +80/410 +801-110 +80/410 +80/.10 +80/410 +801-110 +801-110 +80/410
( +
53 +90/-130 +90/-130 +001-130 +90/-130 +90/-130 +901-130 88.8/-128.1 +80/-110 +81)1-110 +801-110 +801-110 +BOI.110 +801-110 +B01-110 +80I-110 JR-03/16/18-UPDATED
U)
55 +901-130 +90/-130 +901-130 +90/-130 +906130 +86.81-128.1 +80/110 +80/-110 +80/-110 +BO/-110 +80/.110 +601-110 +801-110 +80%110 .. VALUES AND SIZES.
57 +906130 +901-130 +90/-130 +901-130 +89.4/-129 +801-110 +B0/-110 +801-110 +80/-110 +80/-110 +801-110 +806110
g 59 +901-130 +90/-130 +901-130 89.51-129.1 +801-110 +80/-110 +80/410 +806110 +80/-110 +801-110 +801410 _
W 61 +901-130 +901-130 89.61-129. +80/410 +801-110 +801-110 +801-110 +801-110 +801-110 +60/-110
63 +90/.130 +901-130 +801-110 +801-110 +80/-110 +80/-110 -BW-110 1 +801.110 +80/-110
65 +901-130 +904130 +801-110 +80/-110 +801410 +801-110 +80/410 1 +80/-110
173
0+80/-110
+80/-110 +801-110 +81)/-110 +806110 +80/-110 +601-110
+8d-110 +80/-110 +80%110 +801-110 +80/-110 +80%110
+B0/-110 +BO/-110 +BOI-110 +80/-110 +801-110 w z �+801-110 +80/-110 +801-110 >+80/-110 +ev-110 +80/-110 �e
1)TIP-TO-TIP DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL LEG WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE. ❑ j 0 Q
2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. >-
t` ❑ al°p O o
3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY Fr WITHIN. O� w cj Of n
0 cn S
J g i m Z .(9 C]
Z LL. tD 1-!-c J 1 0
`o0 W
O O 0�
W
F' a C7 DMa
TABLE DIMENSIONS MAY BE o w rc
ORIENTED VERTICALLY OR o> a Z sr o
1-1/16"NOM. r Z � W LL
HORIZONTALLY AS SHOWN.
GLASS STACK LONG
7/18"LAMINATED 1� �..J 7116"LAMINATED g J O
GLASS STACK I I GLASS STACK SIDE
3116"HEAT STRENGTHENED GLASS LONG SIDE /�
.091)"SG INTERLAYER 3116'TEMPERED GLASS %/ W W taag5
3116"HEAT 3/16"HEAT STRENGTHENED GLASS ® ZOf-
3/16"HEAT STREgG-ENEDSS STRENGTHENED GLASS 7116"AIR SPACE .090"SG INTERLAYER SHORT � to H
11 SIDE j 00 co Z
+ 'I SHORT ¢ ZZ � a1°J5
5 SIDE 0 S Z Qo
518" 518"
GLASS BRE GLASS BRE v W . ~
1-2 LONG SIDE X W
LL ❑ a
an!1 asap saua5
EXTEXTERIOR
0 13 s7. 21 13 SHORT �/ LONG ` Y LYAI GLASS TYPE 6 GLASS TYPE 8 SIDE /� SIDE ;��,``r�N%GEN,?/�J��(��i
tea.
_*: No.58705
J SHORT •:I
—I SIDE '�t� WAD
IONAL1E�G��\
A LYNN MILLER,P.E.
P.E.#58705
TYP.ANCHOR TYPE,
ZX WOOD BUCKSTRIP EDGEEMBEDMENT AND EDGE INSTALLATION INSTALLATION
OR FRAMING,SEE DISTANCE DISTANCE PER SUBSTRATE, TYPE C TYPE B EMBEDMENT
NOTE 2,THIS SHEET SEE TABLE 8,THIS SHEET
INSTALLATION EMBEDMENT 1X WOODBUCKSTRIP.
I- 1/q"MAX SEE NOTE 2,THISTHIS SHEET
TYPE A I`
EMBEDMENT SHIM ,
TY EDGE
DISTANCE
TYPE, R EMBEDMENT AND EDGE
EDGE DISTANCE PER SUBSTRATE, DISTANCE PRODUCT REVISED
EDGE 6 SEE TABLE 8,THIS SHEET as—plyio8 with On FkffWa
DISTANCE Bondi s Cd0
140
1/4"MAX
A—ptaace t CL►'„�O.
1 SHIM 1 EEghmb Date
. BY PredOcO
12 USED FORALL NO CHANGES THIS SHEET.
SIDES OF •°
B ARCHITECTURAL 11
SHAPES @ 11-7/8" EXTERIOR
O.C.MAX. " 4 11
CONCRETE/CMU "
PER ANCHOR VISIBLE LIGHT WIDTH= 5
REQUIREMENT WINDOW BUCK WIDTH-2-314"
WINDOW WINDOW BUCK WIDTH CONCRETECMULU
EXTERIOR PER ANCHOR U)
REQUIREMENT
BUCK T TIP-TOWINDOW WIDTH _
of
HEIGHT INSTALLATION HORIZONTAL SECTION A-A a>oa o 0
O N zw Q• n
TIP-TO-TIP METHOD D TABLES:
WINDOW 114" Anchor Substrata Nin.Edge Min.Embedment MazO.C. O-1 p a Z xe
HEIGHT VISIBLE MAX Distance S cin Z LL �x J ..ora
HEIGHT= SHIP,? oothern-Pi 5 /1" 5= - S R_ W
WINDOW #12 or#14 410 SS Screw Aluounum 8063-75 min. 318" 0.063"• 1ST W O m ®� 'oN
BUCK A36 Steel 3/8" 0.063"' 1z' F Z IT a V, an+a
HEIGHT- 9 Seel S C�33 Trio 3l8" 0.005" 18 Ga 17' o> a Z p
2-3/4" Southern Pine SG=0.55 9/16" 1-3/8" 17' p � o O
IX�OR STEEL SELF-DRILLING #12 or#14 Steel Screw(G5) Aluminum 61163.75 min. 318" 0.063"• 17' Z v F LL
A36 Steel 318" 0.063"• 1z' g O
SMS(GS),SEE TABLE Steel Stud Gr.33 min. 318" 0.045" 18 Ga' 17' J Z p
8,THIS SHEET Q
Un routed CMU, ASTM 690 2-1l7' 1-114" 17' O
11q"410 SS CreteFlex m In F Paays
MIAMI-DARE APPROVED MULLION(SEE Concrete min.3.35 ksi) 1" 1-314" 12" ® � W
SEPERATE NOA),ALUMINUM,STEEL FRAMING Concrete min.285 ksi 1" 1-/4" 12" Z
OR STEEL STUD.SEE SUBSTRATE 1/4"Steeel Uhracon Concrete nin.285 ksi 2-1/7' 1-3/8" 1z' � Q I-
21 8 PROPERTIES,TABLE S,THIS SHEET r MU ASTM 690 2-1/2' 1-1/4" 12" pO N a Zs
Conereb min.3.5 ksi 1-1/4" 1-314' 17'
5/15'Steel Ultracon a Z Z
GrouMd CMU ASTM 690 2-1/2" 1-314" 12" p Q
MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. (W'D N
5 114"MAX SHIM "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. w W Za
ALL HEAD TYPES APPLICABLE. O X J
} 1X WOOD BUCKSTRIP, INSTALLATION NOTES: L iL LL
apt asap saua5
I SEE NOTE 2,THIS SHEET
11 l l 111I I/
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND `\11 ,
�— EDGE DISTANCE LIMITS. ��� aN`(LYNA/M
CONCRETE PER •.• �(
EMBEDMENT ° •t -\CENgF'••,
ANCHOR 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"IX",ARE BUCKS WHOSE TOTAL Materiel Min.Fr Mn.F. _= F
°' . ,• ° REQUIREMENT THICKNESS IS LESS THAN 1-1/2".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN Seel Screw 92 ksi 120 ksi _ •�
BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS NO.58705
"2X"ARE 1-112"THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF 410 Screw SO ksi 110 ksi
°. WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY Elco UltraCong 155 W 177 W
II EDGE TYP•ANCHOR TYPE,EMBEDMENT AUTHORITY HAVING JURISDICTION. 410 SS Elco Cret.Fle>� 127.4 ksi 189.71W Sf
INSTALLATION Y� %1J '••
DPSTANCE AND EDGE DISTANCE PER 6063-T5 Aluminum 16 ksi 22 ksi Q STATE OF 141
TYPE B SUBSTRATE,SEE TABLE B,THIS SHEET 3.FOR ATTACHMENT TO METAL: 36 ksi 58 ksi
SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW MEMBERFtSHALL BE OF A 33 Steel Stud 33 ksi 45 ksi ����s •'F�ORID?'.•'•U,\?\
VERTICAL SECTION B-B ///`S/ONAL
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR I/11111 I t 111
MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER,P.E.
P.E.#58705
TYP.ANCHOR TYPE, INSTALLATION INSTALLATION
EDGEEMBEDMENT AND EDGE TYPE G TYPE F
2X WOOD BUCKSTRIP DISTANCE DISTANCE PER SUBSTRATE, EMBEDMENT
OR FRAMING,SEE SEE TABLE 9,THIS SHEET
1X WOODBUCKSTRIP
2,THIS SHEET ,
NOTE .< "'
EMBEDMENT SEE NOTE 2,THIS SHEET
1/4"MAX
INSTALLATION w1 SHIM TYP.ANCHOR TYPE,EMBEDMENT AND
EMBEDMENT EDGE
TYPE E I ' EDGEDISTANCETABLE
PER SUBSTRATE, DISTANCE W W. yi g with ED b.
SEE TABLE 9,THIS SHEET os�amplyiug wiW the Fkvida
EDGE Duild ng Code
DISTANCE Accept®ce NoSa' 3A
L1/4"MAX 2 1 IM,Lit,
Lxpfrrhoo ikac
2 SHIM „ By
Mires pme wt
12 USED FOR ALL 11 •. NO CHANGES THIS SHEET.
SIDES OF EXTERIOR
8 ARCHITECTURAL .• I--I ,`o_
EXTERIORSHAPES @ 11-7/8" °,' a 4 y 11
28 O.C.MAX. VISIBLE LIGHT WIDTH= 5 "
CONCRETE/CMU I WINDOW BUCK WIDTH-2.3/4" �I
PER ANCHOR
REQUIREMENT r WINDOW BUCK WIDTH
WINDOW 13
HORIZONTAL SECTION C-C CpERANCHORU LU y to
as
INSTALLATION a �
BUCK REQUIREMENT
HEIGHT TYPE H o 0 r
114" TABLE 9: }ti alo0 O QO
m C14
MAX. Anchor Substrate Clete Min.Ertbedrtent &O'C' p m W n
SHIM Southern Pine SG=0.55 9116" 1-3/B' 12" O J o a m Z 7B p
_ LIGHT #t2-or#14-0410 -Screw—Screw Alur inum 6063-75 min. 319, 0.083"• 12" Z� coo o W u"`�•a
HEIGHT= 9 .063'x— i V U o ®J Steel Stud.tr.33 rrin. 318" 0.095' 18 Ga 12" w— -
BUCKWINDOSouthern Pine SG-0.55 9116" 1-3/8" 12" F-W a (0 DMI
HEIGHT- EXTERIOR #12 or#14 Steel Screw G5 Alur in 606375 r in. 3/8" 0.063"• 12" or> Z o
2-314" STEEL SELF-DRILLING ( ) A36 Steel IS. O.D63" 12" O Z ao O
SMS(GS),SEE TABLE Steel Stud tr.33 min. 3/8" 0.045' 18 Ga • 12" Z U-
9,THIS SHEET U routed CMU ASTM C-90 2-12" 1-1/4" 12" g O O
114"410 SS CreteFlex J F
MIAMI.OAOE APPROVED MULLION(SEE Concrete min.3.35 ksi 1" 1-314" 12" ¢ ,
SEPERATE NOA),ALUMINUM,STEEL FRAMING Concrete nin.2.85 ksi 1" 1.314• 12"
OR STEEL STUD.SEE SUBSTRATE 1/4"Steel Ultracon Concrete(nin.2.85 ksi 2-12" 1-3r8" 12' ® z J laay5
PROPERTIES,TABLE 9,THIS SHEET Ungrouted! C-90 2-12" 1-114" 12" `a U)
21 5/16"Steel U9racon Concrete nun.3.5 ksi 1-1/4" 1-3/4" 12' Z Z
6 Grouted CMU ASTM 90 2-12" 1-314" 12' ¢ 0 (9 =,.s '
•MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. LL Z W
"UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. O p
5 - ALL HEAD TYPES APPLICABLE.
�1/4"MAX SHIM wI It 74 W Q
INSTALLATION NOTES: X Q
w w a
1X WOOD BUCKSTRIP, 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND 357�sa0 sauces
SEE NOTE 2,THIS SHEET EDGE DISTANCE LIMITS. Material Min.Fy M)n..Fu \`��``NY LYNN�7j777,
l— 2.WOOD BUCKS DEPICTED ON THIS SHEET AS"1X",ARE BUCKS WHOSE TOTAL Steel Screw 82 ksi 120 ksi `� ��.,..•••......
T CONCRETE PER THICKNESS IS LESS THAN 1-112".1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN 410 Screw 90 ksi 110 ksi _ .•' v\CENS •••
EMBEDMENT ANCHOR BEINSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS Elco UltraCon® 155 ksi 177 ksi Q: •'.�
REQUIREMENT "2X"ARE 1-12•THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF No.58705
WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY 410 SS Ek:o CreteFle� 127.4 ksi 189.7 ksi *; •; *=
• AUTHORITY HAVING JURISDICTION. 6063T5 Aluninum 18 w 22 ksi �I
A38 Steel 36 ksi 58 ksi t
INSTALLATION °
TYPE F Imo— EDGE TYP.ANCHOR TYPE,EMBEDMENT 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE Q.33 Steel Skx1 33 k51 45 ksi
DISTANCE AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. T p '-
SUBSTRATE,SEE TABLE 9,THIS SHEET
VERTICAL SECTION D-D 4.IFAPPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR 777is/ONAL
MULLION NOA APPLIES TO WHOLE SYSTEM. 11I I I 1111
A LYNN MILLER,P.E.
P.E.#50705
FIN FRAMES ARE ONLY TO BE USED
2X WOOD BUCKSTRIP INSTALLATION WITH GLASS TYPES 1.4(PVB INSTALLATION
EDI ANCHOR TYPE, OR FRAMING,SEE TYPE J INTERLAYER),NOT TO BE USED WITH
EMBEDMENT AND EDGE EMBEDMENT f— GLASS TYPES 5-8,(SG INTERLAYER). TYPE K
DISTANCE PER SUBSTRATE, NOTE 2,THIS SHEET EDGE
SEE TABLE 10,THIS SHEET DISTANCE 1/4°MAX EDGE DISTANCE
EDGE SHIM
INSTALLATION a DISTANCE a 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP
EE
TYPE I OR FRAMING,SEE
OR FRAMING,SEE PRODUCT REVISED
NOTE 2,THIS SHEET NOTE 2,THIS SHEET na mnPlpag with the Flad&
TYP.ANCHOR TYPE,EMBEDMENT AND A=PP 14D
EDGE DISTANCE PER SUBSTRATE, heti°Dnt°
114^MAX SEE TABLE 10,THIS SHEET
3 SHIM 6 By
EMBEDMENT Miami ede Pmduet
.jW3 EMBEDMENT
n12 USED FOR ALL � � NO CHANGES THIS SHEET.
SIDES OF
8) L
ARCHITECTURAL -
EXTERIOR SHAPES @ 11-718'
20 O.C.MAX. 1
11 EXTERIOR
I 4 11 V O
I VISIBLE LIGHT WIDTH w a fA •nay
WINDOW INSTALLATION II~~ WINDOW BUCK WIDTH-2-'W" > W
BUCK
WINDOW BUCK WIDTH W o O r
io;
1/4" Y r
MAX. HORIZONTAL SECTION E-Eal°� NSHIM 0 x d WISiB ZlL WFLIGHT
HEIGHT= LL,U °D
WINDOW STEEL SELF-DRILLING F Z
BUCK SMS(GS),SEE TABLE TABLE 10: p W
HEIGHT- 10,THIS SHEET Mn.Edge Max.O.C. n J Z p
Anchor Substrate O
2-314" Distance S ecin Z o LLO
2-1/2"x.113°Box Nail Southern Pine Str0.55 5/16" 5' u g O
MIAMI-DADE APPROVED MULLION(SEE 2-1/2"X.131"Comnnn Nall Southern Pine SG=0.55 3/8° 5" J m
SEPERATE NDA),ALUMINUM,STEEL FRAMING 2-112'X.145"RooFln Nall Southern Pine SG=0.55 3/8' 5"
OR STEEL STUD.SEE SUBSTRATE 9, � taay5
PROPERTIES,TABLE 10,THIS SHEET Southern Pine SG=0.55 1/2° 5' 0 m
#tO x 1"Steel Screw(GS)' 0.093"Alutrinu 6063 TS m n. 5/16' 5' O F
21 1/16"A36 Steel 5/16" 5° 3O F- Z
ZX wooD BUCKSTRIP 0.045° 16 Ga Steel Stud Gr.33 5/16' 5' p .aJ' al°,5
8 •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. , Z Q Q
OR FRAMING,SEE O F.
NOTE 2,THIS SHEET cc Z N
5 �1/4"MAX SHIM, U X Z e$
� � a
INSTALLATION NOTES: and nsa0 saua5
INSTALLATION 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW 111 1 I 1111
TYPE J EMBEDMENT AND EDGE DISTANCE LIMITS. MaterialMn.F Mn.F° ���111 LYN
EDGE DISTANCE �� QN�•••••NM/e
2.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL Steel Screw 92!i l 170 ksl ��.�`2`,.•,ICENS6 '•.C�.
BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. GD63•T5 Al minun 16 k5 22 ksl _:• '•,�
TYP.ANCHOR TYPE,EMBEDMENT 3.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER A35 Steel 36 ksl 58 k� No.58705
�+—• EMBEDMENT AND EDGE DISTANCE PER Gr.33 Steel Sold 33 ksl 45 ksl 1Ar
SUBSTRATE,SEE TABLE 10,THIS SHEET WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. _
�. tsAjJ210�F7..
VERTICAL SECTION F-F �N" .. oR1D?;•''G=�`
F
A LYNN MILLER,P.E.
P.E.fI 59705
EDGE DISTANCE TYF.ANCHOR TYPE, FIN FRAMES ARE ONLY TO BE USED
2X WOOD BUCKSTRIP //,-WBED.ENT AND EDGE WITH CLASS TYPES 14(PVB
OR FRAMING,SEE DISTANCE PER SUBSTRATE, INSTALLATION TYPE M INTERLAYER),NOT TO BE USED WITH INSTALLATION EMBEDMENT
NOTE 2,THIS SHEET SEE TABLE 11,THIS SHEET GLASS. TYPES 5-8,(SO INTERLAYER). TYPE N
INSTALLATION EMBEDMENT
TYPE M EMBEDMENT IWMAX SHIM
IX WOOD BUCKSTRIP,SEE PRODUCT REVISED
2X WOOD BUCKSTRIP NOTE 2,THIS SHEET
1 0as mmplying wish the FImida
—OR FRAMING,SEE Buildrog C-&
3 —E1/4"MAX NOTE 2,THIS SHEET TYP.ANCHOR TYPE,EMBEDMENTAND
SHIM EDGE DISTANCE PER SUBSTRATE, BY
6 SEE TABLE 11,THIS SHEET
12 USED FOR ALL
NO CHANGES THIS SHEET,
SIDES OF 3
8 ARCHITECTURAL EDGE
SHAPES @ 11-7/8- DISTANCE.0
2
EXTERIOR 29 EDGE
O .MAX. DISTANCE
WINDOW INSTALLATION
4 1 CONCRETE/CMU
UJ
BUCK TYPE 0 r--,\ PER ANCHOR > U) naw
HEIGHT
1 1 . VISIBLE LIGHT WIDTH• a
EXTERIOR 114" REQUIREMENT WINDOW BUCK WIDTH-2-314"2-314* Of Z,
MAX. 0 f_2 0
EXTERIOR (1)
WINDOW BUCK WIDTH
SHIM 7_50
q,� cli
VISIBLE HORIZONTAL SECTION G-G -i 0 8T W
LG 9 0
LIGHT z U-8 t
HEIGHT.
STEEL SELF-DRILLING TABLE 11: ---r '_ -S2 LU
WINDOW SMS(GS),SEE TABLE U0 0
BUCK 11,THIS SHEET Anchor Substrate Mn Edge Mn.Embedment Max Ul—co
EIGHT-
Distance Spacing I.-U.1 Z (D 9ma
H
C3
2-3/4" Southern Pine(Sr--D.65) 9116, 1-3/6r 62" > z
Alurrinum,6063-75 min. 318" 0. 6.2" C,2� '0 0
MIAMI-DADE APPROVED MULLION(SEE #12 or#14 410 SS Screw A36 Steel 0.063"* 6.2" U.
SEPERATE NOA),ALUMINUM,STEEL FRAMING 0
OR STEEL STUD.SEE SUBSTRATE SteelStucl.Gr.33 min. 3/8" 0,D45-(18 Ga) 6.2" 0)
PROPERTIES,TABLE I 1,THIS SHEET Southern Pine(SC--0.5 9/16" 1-318" 6.2' T.
#12 or#14 Steel Screw(G5) Xurrinum,6063-75 rnin. 316" DM3" 62" co
A36 Steel WS' 0.063"* 6.2" z Z
0
Steel Stucl.Gr.33 nin- 3189 0.045' 16 Ga) 621 i: P
LftrouW CMU,(ASTM C-90) 2-1/Z' 1_111f, 11.6`1 0 z
6 1/4!'410 SS CreteFlex 0 -_-_s
Concrete(min.3.35 ksi) Z
0 <
(rnin.2.85 ksj) 1_314, 11.61 1-�
1/4'MAX SHIM 114"Steel Uhracon Concrete(rrdn.2.85 ksi) 2-10 I-To, 11.61 0i a
LU
Steel Uttracon Llngrouled CMU.(ASTM C9Q) 2-12; "1 11.6" X Z
5/16" i-5, 116, LL 1z
grouted CMU, C-90) 1 2-10 1-314"
INSTALLATION L]I,
TYPE NI X WOOD BUCKSTRIP, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.
cZ� SEE NOTE 2,THIS SHEET "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. \1111
ALL HEAD TYPES APPLICABLE.
LYIY/v
• INSTALLATION NOTES:
...........
EMBEDMENT
1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ENS,
• Mlt.631 MnF, MnF.
• 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-IX-,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I.12-IX WOOD - — - No 5870S
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLIDCONCRETE.WOOD BUCKS DEPICTED As'"2X"ARE Stm!Screw 02 IW 120 ksi
CONC 410 Smw so I.] 11oksi
a
1-1/2'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS Elm UtraCorM 155 W 177k.1
•
RETMMU
PERANCHOR EDGE APPROVED BY AUTHORITY HAVING JURISDICTION. 4,
REQUIREMENT DISTANCE 410 SS EJ-CrewFWO 127.4 k5I 189.7 W VATrEOF
6063-75Akpi— i8w 22 ksl
3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE -'LORIOP•
WINDOW FRAME G1,A3&WoiW_ 383Wkri 485 kWW
NAL NOVERTICAL SECTION H-H ti
I I I I Ilk'
4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. A LYNN MILLER,P.E.
REA 58705
TABLE 12:
Item PGTPart# Description Material 2.784' 2.784^ 2.764"
# .094' ---1 L— .094" .094•
Frame
1 4253C Flanged Fme Alum.6063-T5 .074^ 062" .074" 062• .074" 062"
2 4285 Equal-leg Frame Alum.6063 TS 1.375' 1.376.1 1
3 4256 Integral Fin Frame Alum.6063-T5 1.875"
.438' 500 ,436" 500 438"
4 4255 7/16`Lami.Glass Beading Alum.6063-T5 1.000" T
5 4254 I.G.Glass Beading Alum.606375 ,050ni00°� .050it00°6 1 7�" � .050"�°0fi PRODUCT REVISED
1 nsilding dovish rhe F6°rtida
6a 4270 Installation Fastener Cover Alum.6063-T5 TI} ITT— on^ A=plsxc N `$^S*�o�
OFLANGE FRAME OEQUAL-LEG FRAME + Acaytfmce tb
6b 4224 Installation Fastener Cover for Curves Rigid PVC J— O3 FIN FRAME EsIO°Dut.
8 4257 7/16"Lami.Glass Beading for Cures Alum.6063-T5 aY
9 4269 I.G.Beading for Curves Alum.6063-T5 1I .s7�o^Ly� R
-- .34s 1.037• [— .s7o - � .34s• Mie i1Ct
10 705890 Gasket(at 90°comer joints) Polyethylene .875' .875" .875' � .875' 11 11 NO CHANGES THIS SHEET.
11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC,Duro.65+/-1 u ITIS u u IIII II
12 61308K I Foam Beading Tape t .050• F� .050" .050 �- .050^ Y� oma'
13 Dow 791,899,995 or GE 7700 Backbedding Silicone O 7/16'LAMI O1-1/16^I.G.GLASS O INSTALLATION O 7/16"LAMI O I.G.GLASS
4 5 6a 8 GLASS BEADING 9 BEADING
GLASS BEADING BEADING FASTENER COVER
20 71652K Setting Block,Mono.3/16"x 7/16"%4" Neoprene,Duro.85+/-1 FOR CURVES FOR CURVES
21 717D4AK Setting Block,I.G.3116'x 1-3132 x 4" Neoprene,Duro.85+/-1
29 76Xl l4FP #6 x 1-1/4"FH SMS(Curled Beading) Stainless Steel HOT-MELT ALUMINUM DESICCANT FILL LU - a to naa
SILICONE BUTYL POLYISOBUTYLENE w 3
30 781PQX #8 x 1"Quad PH SMS(Assembly) Stainless Steel STRUCTURAL REINFORCEMENT SEAL 5/16"NOM. W 91 o d O
75 Kommeding Kodispace 4SG TPS POLYISO- 1/4"NOM. 3116"NOM. 5116"NOM. SILICONE n o 4140 O p
BUTYLENE WITH STRUCTURAL BUT 8 t7 N Z w
76 Quanex Super Spacer nXr See this Sheet for DESICCANT SILICONE DESICCANT STAINLESS OJ°� 0)
LLI
77 Quanex Durdseal Spacer Materials FOAM WITH 1 x .GLAS DESICCANT FOAM Z LL c W "X'a d
78 Cardinal XL Edge Spacer LAS - Mo,
EXT.GLASS
INT.GLASS 0(-) O 9�
INT.GLASS INT.GLASS INT.GLASS W W co ¢ O W 0 0
OKODISPACE OSUPER SPACER® ODURASEAL® OXL EDGEn" o z
75 4SG TPS 76 NXT'u SPACER 76 SPACER O a Z Z O
Z o O tr
P:
o 0
lo
ASSEMBLY DETAILS FOR ASSEMBLY DETAILS a z
FLANGE&EQUAL-LEG FRAMES FOR FIN FRAMES
w m IaaVS
® z
ANGLEDICURVED ANGLEDICURVED O rn Z
FRAME ASSEMBLY FRAMEASSEMBLY ¢ af°a5
Z_ Q
0 3 LU o
90*CORNER 90'CORNERcc
0 w N
FRAME ASSEMBLYJAND
I I FRAME ASSEMBLY w X O
U
I I
� m a
- � I I � afl!1 •asap saua5 I
10 1 I 10 I m
ALL CORNERS TO I I ALL CORNERS TO
USE GASKET I / USE GASKET LYNN
AND/OR SEALANT / AND/OR SEALANTM��(EXTERIOREQUAL-LEG FRAME � No.58705EXTERIOR FLANGE FRAME EXTERIORD FRAME WITH INTERIOR EXTERIOR MITERED FRAME WITH INTERIOR 17•' VATFI J.
EQUAL LEG FRAME 1 OF �(/
LDS
FLANGE FRAME (SHOWN)OR CORAND EXTERIOR NER AT S I;zn I (SHOWN)OR CORAND EXTERIOR NER KEYS AT �i�(�`S'••F�ORID?.•�G�=�
30 SCREW BOSSES.SEALANT AT ALL CORNERS JJn��, SCREW BOSSES.SEALANT AT ALL CORNERS '/7 S/ONA�-
30 �J A L4�iarNfiLLEk�,�1.E.
P.E.#58705
M IAM I-DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONO-NMIMBI RESOURCES(RER) 11805 SW 26 Street Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE NO www.miamidad&gov/economX
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicabi rules and regulations governing the use of construction
materials. The documentation submitted has be n reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami D de County and other areas where allowed by the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration ate stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the (in areas other than Miami-Dade County)reserve the right
to have this product or material tested for
qual ty assurance purposes. If this product or material fails to
perform in the accepted manner, the manufactu r will incur the expense of such testing and the A.HJ'may
immediately revoke,modify,or suspend the useof such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, a id has been designed 'to comply with the Florida Building
Code, including the High Velocity Hurricane Zoi e.-
DESCRIPTION:Series"SGD-770"Aluminu Sliding Glass Door w/90*& 135*corners�L.M.I.
APPROVAL DOCUMENT:Drawing No.PG 0130,titled"Series 770 Alum. SGD-LM Impact",sheets
I through 22 of 22, dated 10/10/14, with revisi n C dated 04/05/17,prepared by manufacturer, signed and
sealed by Anthony Lynn Miller,P.E.,bearing th Miami-Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration ate by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and S all Missile Impact Resistant
LABELING: Each unit shall bear a permane t label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami- ade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered a er a renewal application has been filed and there has been
no change in the applicable building code negati ely affecting the performance of this product.
TERMINATION of this NOA will occur after he expiration date or if there has been a revision or change
in the materials,use, and/or manufacture of the, roduct or process. Misuse of this NOA as*an endorsement
of any product, for sales, advertising or any oth r purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be I ause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displ.a e
ed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA hall be provided to the user by the manufacturer or its
n t
distributors and shall be available for inspection the job site at the request of the Building Official.
This NOA revises NOA#16-0629.06 and consi s of this page I and evidence pages E-1 and E-2,,'as well as
approval document mentioned above.
The submitted documentation was reviewed by orge M.Plasencia,P.E.
NOA No.17-0420.12
ELMIAMI-DADE Couto nr Expiration Date: February 17,2020
Approval Date: September 28,2017
Mail!
Page I
ti
PGT Industries,Inc.
NOTICE OF ACCEPTAN • EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-012330)
2. Drawing No. PGT0130, title "Series 770 Alum. SOD — LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,F.E.
B. TESTS
1. Reference Test report on 1)Uniform Static Air Pressure Test,per FBC, TAS 202-94
2)Laige Missile Impact Test per FBC, TAS 201-94
3)Cy lic Wind Pressure Loading per FBC,TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/PS, Super, Cardinallo(s)
Duraseal Spacers),prepared by Fenestration Testing
Laboratory, Inc., Test Reports FTL-8717,FTL-8970 and FTL-8968, dated
02/15/16, 06/17/16 and 06/20/16, all signed&sealed by Idalmis Ortega;P.E.
(Submitted under NOA No. 1610629.06)
2. Test reports on: 1)Air Infiltratin Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FSC, TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC,TAS 201-94
5) Cyclic Wind Pressure Loading per FBC,TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawing and installation diagram of an aluminum sliding glass
door,prepared by Fenestration esting Laboratory,Inc.,Test Report No. FTL-7554,
dated 11/01/13, signed and seal.-d by Marlin D. Brinson,P.E.
(Submitted underNOA No. 14-0123.10)
3. Test reports on:1)Air Infiltration Test,per TAS 202-94
2)Uniform Sta c Air Pressure Test,Loading per TAS 202-94
3)Water Resist ce Test,per TAS 202-94.
4)Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5) Large Missi e Impact Test,per TAS 201-94
6) Cyclic Wind Pressure Loading,per TAS 203-94
along with marked-up drawingss and installation diagram of aluminum Sliding Glass
Doors,prepared by Fenestratio Testing Laboratory,Inc., Test Report No FTL-5980,
FTL-5993,FTL-6036,FTL-6(01,FTL-6014,FTL-6015,FTL-6017,FTL-6023,
FTL-6024,FTL-6025,FTL-6(28,FTL-6031,FTL-6033 and FTL-6036 dated
08/10/09, all signed and sealed y Julio Gonzales,P.E.
Note: The test reports No. 5980,FTL 6001 and FTL 6015 have been revised
and reissued on 12/29/09,signed and sealed by Julio Gonzales
(Submitted under NOA No. -0826.10)
PX16ZJorge M.Plasencia,P.E.
duct Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17,2020
Approval Date: September 28,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTAN E: EVIDENCE SUBMITTED
B. TESTS(CONTINUED)
5. Additional Reference Fixed Wil Ldow Test Report No. FTL-7897(Cardinal spacer),
per TAS 201,202 &203-94,issued by Fenestration Testing Laboratory,Inc.
(Submitted under NDA No. 15-X 0430.08)
C. CALCULATIONS
1. Anchor verification calculatio and structural analysis,complying with FEC-5th
Edition (2014)and FBC-611 E ition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer; signt d and sealed by Anthony Lynn Miller,P.E.
2. Glazing complies with ASTM 1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Re atony and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1 17.01 issued to Kuraray America,Inc.for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their
"SentryGlas®(Clear and Wh te) Glass Interlayers"dated 06/25/15,expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance with FBC-51h Edition (2014) and FBC-6th Edition
(2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller,P.E.
2. Statement letter of no financi 1 interest, -dated 04/18/17, issued by manufacturer,
signed and sealed by Anthony ynn Miller,P.E.
3. Test proposal No. 16-0152 date 03/09/16 approved by RER.
4. Lab compliance as part of the bove referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
G. OTHERS
1. Notice of Acceptance No. 16-0 29.06,issued to PGT Industries,Inc. for their Series
"SGD-770"Aluminum Sliding lass Doors w/90° &135°corners-L.M.I. approved
on 08/04/16 and expiring on 02 17/20.
Jorge M.Plasencia,P.E.
P duct Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17,2020
Approval Date: September 28,2017
E-2
TABLE A:
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR Mchar Frame Min.Edge Mtn.O.C. Mtn•
INCLUDING POCKETS &900/1350 CORNERS creep AnchorType Member substrata Distance Distance Embedment
Metal Thickness
5121&8 EMS, Southam Pine(SG=0.65) 9118' 7!e• 118'
GENERAL NOTES (Fy=80 ksl,Fe=95 kap 606145 Aluminum 3/E 9/16• 0.090•
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. St24t0 Ss SMS, Ali A38 steel 3/S' 9/18• 0.050•
2 DESIGN PRESSURES: A (Fy=90 ksl,F,=110 ksp Gr,33 Steel Stud 318" We* 0.0454(18 Ge)
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. AO Concrete min.2.22 kap 1412' 3° 1_318•
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 1/4°Elco Aggre-GatorG Jamb/P�ook Fllled BI°ck ASTM c90 2" 3" Y
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. Fya57 ksl,N-96 ksl Jemb!11-5. Hallow Block 97M C90 2° 3•
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS Ali 1 southam Plne SG=0,65 1' V 1-318•
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO 512 Steal SMS(Gr.6) ME
G-o.55 7/s• 1 e•
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE B (min.of 3 threads beyond Aliinum 318" 9/16• 0.090"
CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. metal subehate) l 31W 9116 0.050
stud 316° 9118' 0.045.18 Ga
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE t/4'Elea UltmCorAD A0 85 kap 1' 4- I-wr
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH C Fy=155 kel,Fa=177 ksl Jamb/P-hook Hollow Block(ASTM COO) 1• E 1-114•
NARROW JOINT SEALANT. "-
�Lponcrete m n.2.85 Na &12" 4' i�E
6 REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSUAF&PA NDS FOR 1/4•Elcc UltmCcrO
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Fy=tbs ksl,Fa=to tai k FOletl Black STM C90 2.1/2 4° t.14•
k Hollow Black ASTM C90 2.112' 8' 1-1/4•
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE D Concrete min.3.35 kal t• 4• 1-314•
CURRENT FLORIDA BUILDING CODE,INCLUDING THE_HIGH VELOCITY HURRICANE ZONE(HVHZ). 114 410 3S Eloo CreieFlex4D Concrete min.3.35 ksl) 1° e" 1.314•8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER Ft=127.4 ksl.F-189.11 eI k Fallow Brock ASTM C9D 2.12° B° 1-114'CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. Southern Pina G-0.55 1• 1• 1-18°
9)TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,PTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 1)WHERE SUBSTRATE CONDITIONS REOUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE,
FTL•6024,FTL-6025,FTL$028,FTL$031,FTL 6033,FTL$038 AND FTL-7554 CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL.
2)ALL ANCHOR HEAD TYPES ARE APPLICABLE.
3)FOR STEEL STUDS,MIN.FU=46 KSI,MM FY=33 KSI.
4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
TABLE B.SEE DETAILS ON SHEETS 4&5 6)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE,
ala. Description(Llstad from Exterior to Interior)
Type _ ANCHOR NOTES
cLt 7/16'Laminated!(2)Liles cf3IlWHSGlasswlth.0WPVB atedayer 1)fOR-P.ONCRE-TE/CMU-SUBSTR"E-APPNGATIGNS-IN-MIAMI-BADE-COUN-:P"SE-ONLY
037 9/16'Lemaaled;(2)Liles of 1/4•HS Glaes wlth.090'PVB tdedner MIAMI-RADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE
G4 7/18•Laminated:(2)Liles of3116•HS Glass wlth.090•SO aledayor DISTANCE AND SUBSTRATE REQUIREMENTS.
G4A 9118'Lamtteted:(2)Liles of 1/4•HS Glace will.090'SO Inledayer
0.5 1•Lamiraled 1.0.:311E T Exterior Cap+31W AkSpaoe+7116'Laminatod; Liles of 3116'HS Gas.with.090°PVB ateriayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET.
OSA I-Laminated LG.:1f4"TExledor Cep+&16"Alrspaco+7/160 Laminated;(2)Lima e13116'11S Glee.whh.096'PVB atedayer PRODUCT REVISED
GB 1'LamhuledLG.:3f1ETExteriorCep+316'AIrSpose+7ftELeminatod;(2)Lheaef311EHSGlasswlth.owSOINedayer 3)WOODBUCKSDEPICTEDASIXARELESSTHANI-1!2"THICK. eseom LyIng withthe Florida
PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS Building Code
GOA T Laminated L0.:Ile T Exledor Cap+5116'Air Space+7lfELaminatod;t2)Utas of311E HS Giass with.096'SG Interlayer INSTALLED 17-0420.12
07 7/1e•Lamaated:R)Ulm of3M6`ANN Gies vA1h.09V SG Ntedayor INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS
07A 811E Laminated:(q Ute-ort/4•ANN Glass wIth.090•SG aterayar DEPICTED D 2X ARE E DE THICK OR GREATER.1X AND 2X BUCKS Expiration Del°02/17/2020
(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER
Ge 1•Laminated LG.:311E TEtorter Cap+MS'Ab Space+7116'Laminated;(2)Utes of 3118"ANN Glass with MW SG Inledayer LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS By
GBA 11 LaMnatad 46'.:1/4"T Exterior Cep+511E Air Bpsco+7118•Laminated;R)Utes of311E ANN Glass with.090'SG Interlayer THE Miami- roduet Centro
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF a -
'ANN•=ANNEALED RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL.
HS•=HEAT STRENGTHENED
'r'-TEMPERED GENERAL NOTES.............1
°PVB•..090"TROSIFOL®PVB BY KURARAY AMERICA,INC. 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS
s6'•=.o90 SENTRYGLASOBY KURARAY AMERICA.INC. EXAMPLE CONFIGS..........2.3 REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
GLAZING DETAILS............4,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
ANCHORAGE.....................6-14
DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES.......6-8 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS
SEE TABLES 1,2 8 3 ON RATED FOR LARGE&SMALL INSTALL DETAILS..............12-14 NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT.
SHEETS.7&B MISSILE IMPACT RESISTANCE ELEVATIONS.....................15,16 MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY ��` tpNY l2'.....
PANEL/SILL TYPES.........17
coDEsISTANDAROS USED: CROSS SECTIONS............18,19 SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO 1,1cEfVgF•••
•2017 FLORIDA BUILDING CODE(Fac),6TH EDITION PARTS LIST.......................20 THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF
SUBSTRATE IS WOOD.3011 FELT PAPER OR MASTIC IS REQUIRED _=14; No.58706
•2014 FLORIDA BUILDING CODE(FBC),6TH EDITION I EXTRUSIONS....................21,22
ASTM E1300-09 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED
• - *-
•ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION BY THE AUTHORITY HAVING JURISDICTION.
-ALUMINUM DESIGN MANUAL,ADM-2015 `Q'•- 6(/,J`J
•AISI S100.12 1070TECRNOLOGYDRNE
•A1SI IOD-1 N•vErwC�R.sa7e GENERAL NOTES AND MAP :(� '••A,•�ORIDP,.•''���.`
(941)4604600 .s •••••
JR' oays f7 C UPDATED TO FOC 2017,REVISED TABLE51,2,3 8A CERT.OFAUTU im2W SERIES 770 ALUM.SGD-LM IMPACT y�ys��NAL tEN
W'mrle/romn ® s"'e ae °i0jp"e 1°" A.LYNN MILLER,P.E.
qi Odr. o a �smra�a SGD-77D NTS 1 -22 POT0130 C REA 58705 i
JR r0A1iV14
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES:
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL"JW.'Je,'KW'OR"Kd'INSTALLATION.
EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
NOM.PANEL WIDTH NOM.PANEL WIDTH PSP,PXXXX OR XXXXp.0)00(IN POCKET CONFIGURATION
PER TABLES 1.3gPERBE OXXXp.
PER TABLES 1-3
2)90'8135°CORNER CONFIGURATIONS CAN BE A COMBINATION
q9,7 OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX.UNIT MAX,UNIT 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3.
I Z// I /' V
HEIGHT HEIGHT 9
PERTABLES 1-3 f 1 s�sPER TABLES 1-3 W=OPERABLE PANEL,
"O'=INOPERABLE PANEL,
POCKET POCKET -p- POCKET LETTER
i��IETAIL
_'O OR METAL INSTALLATION
1-PANEL -PANEL .
2 RETE INSTALLATION
CONFIGURATIONS CONFIGURATIONS
1 SHEET NUMBER
• MAX.UNIT WIDTH MAX.UNIT WIDTH DLO WIDTH-NOM.PANEL WIDTH-7"
NOM.PANEL WIDTH NOM.PANEL WIDTH a OLD HEIGHT=DOOR UNIT HEIGHT-10.125"
PER TABLES 1-3 PER TABLES 1-3 12 PANEL HEIGHT=DOOR UNIT HEIGHT-1.666"
uv lkl"� J 19
4242)
Im
W9, t KIP-
MAX.UNIT MAX UNIT go
19
PER TABLES 1-3
h TABLES 1-3 /1 /Ah h
R
M
POCKET POCKET
3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS PRODUCT REVISED
But ding Lan
with the Florida
NtTAa
-No. d 17-0420.12
MAX UNIT WIDTH MAX.UNIT WIDTH
Expl_Uon Data 02/17)2020
NOM.PANEL WIDTH NOM.PANEL WIDTH By
3
!�=—ucx Liontrof
PER TABLES 1.3 3 t3 3. PER TABLES 1-3
13
I If
i9 18 j 1 3
UNIT MAX UNIT
MAX k' / SEE
HEIGHT
PER 2,THIS
HEIGHT
PER TABLES 1-3 TABLES 1-3 SHEET.
qgAI.V
jd2Q T.
k IN
POCKET
EXTERIOR
-PANEL CONFIGURATIONS "V. No.SII705
TYP.
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
o
10M TECHNOLOOYDRKIE
6
N,VENICE,FL 3*75 EKAMPLE CONFIGURATIONS ...........
(WQ48046W z
n. 01VAL IF
JR 0~7 c REEr. CERT.OFAM fMM SERIES 770 ALUM.SGD-LM IMPACT
C.I..W.mrA.LYNN MILLER P.E.
FUAITR.A� �.. I I1/T$ 22 PGT0130
C P.E.068705
EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES:
MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355-7/16°@ 96'HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL'JNP,"Jc","KIM'OR"Kc"INSTALLATION.
EXAMPLE NOM.PANEL WIDTH A :4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE
1a 1z 3 pXXXXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION
PER TABLES 1 3 -s�r---i CAN BE OXXXp.
I
t9 19 9 1 i 2)90'&135'CORNER CONFIGURATIONS CAN BE A COMBINATION
1 i OF ANY 2 STRAIGHT CONFIGURATIONS.
MAX.UNIT 1a 9 / i?�N
HEIGHT, 1 e 1s 1e / i�y 3)FOR NOM.PANEL WIDTH,SEE TABLES
96"OR 120° / /
i I a 2 :0=OPERABLE PANEL,
/
POCKET I � °O"=INOPERABLE PANEL,
"p"=POCKET
6-PANEL CONFIGURATIONS
3 1w F-DETAIL LETTER .
METAL=WOOD OR TION
MAX.UNIT WIDTH �'c=CONCRETE INSTALLATION
NOM.PANEL WIDTH c c SHEET NUMBER
3 1 13 3
PER TABLES 1-3 _r�r___
is I DLO WIDTH=NOM.PANEL WIDTH-7"
9 e 1 9 1 I DLO HEIGHT=DOOR UNIT HEIGHT-10.125"
FEIGH Al2
ilh- 112N 19 19 1 t9 t 1 i PANEL HEIGHT=DOOR UNIT HEIGHT-1.866"
MAX UN /
PER TABLES 1-3
POCKET
7-PANEL CONFIGURATIONS PRODUCT REVISED
1 as complyidong with the Florida
Building Co
NOA-No. 17-0420.12
MAX.UNIT WIDTH expiration Date 02/17/2020
Cc BY
NOM.PANEL WIDTH 1 1 Mlam-Da roduct Contra
PER TABLES 1-3 w_J•�r___� '
I
13 19 1 19 9 J1c i ,
MAX.UNIT 1 3 19 19 19 9 18 1 j�&o
HEIGHT 1 13 1. 19 19 / I �g
PER TABLES I-3 / / / %4f LYNIV
POCKET h •�10ENSF �(�
_J . �• •.(nom
e-PANEL CONFIGURATIONSw *; No.58705 -
3 13 3 - 14
-%ATI.
10707E'CHNOLOGYORNE c""�PY"` •'.;�<ORIDP.•-• ���
N. s� SERIES T/0 ALUM.SD CONFIGURATIONS� M IMPACT '��Ssi0NAL 0"'\
Re CERT.OFANM.MI M
JR• 04/05H7 C NO CHANGES TRIS SHEET, ou"nnoxrome a.*.+a� rr� a.."axa we A.LYNN MILLER,P.E.
ero' ® 506770 NTS 3 a22 PGT0130 C P.EJFsa7os
JR JOH0/14
GLAZING DETAILS(G3, G3A, G4, G4A, G5&G5A)
7/16"NOM. 7/16°NOM. I'NOM.
3116"HS GLASS---\ 3116'HSGLASS---,, 3/16"HS GLASS
.0001,PvB .090"SG .090"PVB
3/10"HSG 83S 74 3/16"HS 74 3/15"HS GLASS
316"AIR SPACE 74
82 82 3/16'T GLASS
'3/'
r NOM,
H GLASS
VB
'S
Lk
6" S
'5"o
HS GLASS
A R SPADE
T GLASS
83
EXTERIOR 3/4"NOM. EXTERIOR 3/4.'NOM.
<D GLASS GLASS 124-127- 3/4'NOM.
BITE BITE GLASS
BITE
EXTERIOR
8D 54 80 4 1�3 79
7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5
9/16"NOM. 1"NOM.
1/4"HS GLASS— 1/4'HS GLASS
:69D'PV13—
.090-PvB---- .090'SG
IW HS GLASS-- 74 i!4'HS GLASS 74 3/16'HS GLASS-
5/16'AIR SPACE— 74
82 82 114'TGLASS PRODUCT REVISED
83 46 Cem YIn With the Flarlda
3uy,dfCogo
3/4'NOM. 3/4"NOM.EXTERIOR NoA-m.. 17-0420.12
GLASS EXTERIOR GLASS 3/4"N .
BITE 1�1 BITE 124-127 GLASS OMFxpiratl..Doi.0211712020
BITE By
EXTERIOR
Mta a redact Contra
81 81
54
7 55
9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A V LAMINATED I.G.GLASS,TYPE G5A
If ilf
Y LYjyAl
oCE
GLAZING NOTES:
'AN '=ANNEALED No.5870S n
HEAT STRENGTHENED
'T"=TEMPERED SEE SHEET 15 FOR SPACER DETAILS.
"PvB"-.090"TR0SIF0&PVB 13Y KURARAY AMERICA,INC. 1070MMMLOGYMM9
.. SENTRYGLAI?BY KURARAY AMERICA,INC. A VENIC&A 34275 7 STA 0
(44!)480.1608 rak G 090 GLAZING DETAILS
is"s,
//,'I,,1,—...1. 0 X,
SERIES LM L 0
041M�7 �r�NOCHAN�OESMSSHEEK CERr.CFAUTH,*2RM 70
A.
-;TS L1�4' 22 1' PG C P.F#587W
=JR 10110114 aw UT SbOD-770 T0130 P.E.
GLAZING DETAILS (G6, G6A, G7, G7A, G8&G8A)
1"NOM. 7/16"NOM. 1"NOM.
3/16"HS GLASS 3/16°ANN GLASS 3/16"ANN GLASS
.090"SG .090"SG
3/16'HS GLASS '090"SG 3/16"ANN GLASS
3/8'AIR SPACE FGLASS
3116"ANN GLASS 74 3/8"AIR SPACE 7q
3/1/ T GLASS 3/16"T GLASS
- e2
e3
124-127 83
EXTFf11oR 3GLASS 124-127 3GLASS
BITE
BRE EXTERIOR
EXTERIOR
80 �!
78 70
54 55
55
1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8
1"NOM. 9/16"NOM. 1"NOM.
3/16" 5 1/4°ANN GLASS -ANLAS i
.090'SG .090°S
3/16°HS GLASS- 090 SG 3/16"ANN GLASS
5/16'AIR SPACE--\ 74 1/4'ANN GLASS 7q 6116"AIR SPACE 74
1/4"T GLASS 114"T GLASS PRODUCT REVISED
82 os eomptying with the Florida
!13 53 Bulldlnq Coda
3/4"NOM. NOA-No. 17.0420.12
124127 314"NOM. EXTERIOR GLASS 124127 9/4"NOM. F.xpImt1on Date 02/17/2020
GLASS a BITE GLASS
BITE BITE By
EXTERIOR flPro uc Control
EXTERIOR
51
70 79
54
55 65
1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A ``1111111 rilrl'
I.
No.56705 '
GLAZING NOTES: -
"ANN"=ANNEALED 0
'HS'=HEAT STRENGTHENED ^�
'T"=TEMPERED SEE SHEET 15 FOR SPACER DETAILS. ��0�
"PVB"_.090"TROSIFOL PVB BY KURARAY AMERICA,INC. 10 k 1 NO°� ,•'����
°SG'=.09V'SENTRYGLAEP BY KURARAY AMERICA,INC. ("1)430•t6W GLAZING DETAILS ''�`,S��pNAL Evv
ars cmr oFAurlt raszsa SERIES 770 ALUM.SGD-LM IMPACT 71j!n 1 1 n 1111
JR 04N!✓17 C NO CHANES THIS SHEET:
w.."ar wer om,: Porm ® B1r"'b0i� �` "� d A.LYNN MILLER,P.E.
.JR
1Ni0M4 .�crry+xrsrtalEevrn acO-77o NTS 5 22 PG7i?130 C P.E856705
TABLE 1: TABLE M,
Design Pressure(DP)and Anchor Quantities Required, Maximum DP for all sizes: SIII Height to Max.(+)DP
(for all approved configurations an Sheets 2&3) +601-60 psf (Water Infiltration Rating)
For comer astragal anchorage on 90'or 135•comer urdts,see shoot 11 (May be limited by Table 1A) SIII Riser Height {+}Design
Door Unit Height - (Flat or Box,see Pressure,pet
Table applies to Glass Types 3, 80' 84° g0° gg" Sheet 17)
3A,5,5A,7,7A,6 8 6A and @g.7/8•DLO 73-71V DLO 79-7/8"DLO 85-7/8°DIA Flush-.1-1/2" sea note 3
the Stile/Astragal Types sha n Low-2-1/2' +48.67
below. Anchor Group Anchor Group Anchor Group Anchor Group
Medium-3-U4" +60.0
A B C D A B C D A B C D A e O D
High-4' +80.0
17' —TKWStll C4+1 C4+1 C4+1 G4+1 G1+1 C4+1 + + + + +1 64+1 C4+1 C4+1 C4+1 C4+1 SEE NOTES 1-3
24" DLO Jamb 8 8 6 8 B. 8 8 8 8 8 8 8 8 B 8 8
P-hook a+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8
Head/all! C4+1 04+1 C4+1 C4+1 C4+1 0I+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 CA+1 C4+1 C4+1 C4+1
30° �.o Jamb 8 6 8 8 8 8 ' 8 6 8 a 6 6 8 8 8 8
P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+0 7+8 7+8 7+@ 7+8
HeadlSlll C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 134+1 C4+1 C4+1 04+1 C4+1 C4+1
36' 29*O Jambs 8 8 8 8 8 8 6 a 8 e 8 8 a 8 8 8
a P•hook 6+7 6+7 0+7 6+7 7+8 7+0 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8
fi Head/911 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C1+1 C4+1 04+1 C4+1 04+1 Ct+t C4+1 C4+1 G}+1 C4+1 OH LENGTH
42° DL0 Jantr 8 8 8 6 8 8 8 8 8 8 8 8 8 8 8 8
P•hook 8+7 6+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+6 7+8 T+6 7+8 7+8 7+8 7+8
41" HeadlSlll C4+2 C4+2 34+2 C4+2 C4+2 04+2 C4+2 C4+2 04+2 C4+2 C4+2C4+2 C4+2 C4+2 C4+2 C4+2 100 OH RATIO Z 1
`r DLO Jamb 8 8 0 8 6 a 8 8 8 6 8 81 10 6 a 8 XX p11
P-hook 8+7 8+7 6+7 1 6+7 7+8 7+8 7ta 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 0
FOR EXAMPLE ON USNG TABLE,SEE SHEET 8.
—NO OH RATIO=OH LENGTH
1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4°SILL. OH HEIGHT
2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 48.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DP IS
60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH=
TABLE IA. NOM.PANEL WIDTH-7"
3)4-,3-1/4'AND 2-112'SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2°SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= PRODUCT REVISED
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" as comp%ytrrg with the Florida
ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION, Building Code
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= NOA-No. 17-0420.12
6)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" Exp%ratten Date 02/17/2020
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. By
Lytta— act Doatro
Interlock P-hook Lockstile @ Jamb Straight Astragal Loctutile @ 90'Astragal Lockstt e @ 135'Astragal Lodrstile 9F-
Assembly Straight Astragal Assembly 90'Astragal Assembly 14S'Astragal
Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavj-duty5tge Heavy-duty Stile
Standard Astragal Outside Comer Outside Inside
sCorner
Comer
Inside ,....
Comer Outside
Inside Comar Corner
Part#60(Stile) Part#61(SOte} Part#119(Out,) Part#61(Stile) yir No.58705
Part 160(x2) Part 460 Part#60 Part#60 Part#118{Corner Parts#31  Part#61 = - *=
Part#67(Astragal) Part#120{in.}
Receiver) (Corn.&Fxd Mount),
1070TECHNOLOGYORIVEi�T''•. A OP
N,wmm,F4 s+zm DPANDANCHORAGE iC�ts'•.;cC ORIDP •''���
m CERtr�OFAU MOMW SERIES 770 ALUM.SGD-LM IMPACT till i t`c��``�`
JR oaro5Jt7 C REVISED TABLE 1.
JR
aaf msc par ienrrto'oc ® a.Y°».,a.c °'a` c°"t a�+oa• ax. A.LYNN MILLER P.E.
JR 011{Y1a vtaaaw.'�wv, sco-Tro NTS 6 X 22 POT0130 C P.E-#58705
TABLE 2:
Design Pressure(DP)and Anchor Quantities Required,(for e0 approved conftguradons on Sheets 2&3) Maximum DP for all sizes:+601.60
For comer astragat ancharage on SO'or 135'comer wits,see sheet it (May be Bmitod by Table 2A)
Door Unit Height
Table apprwo to Glace Types 4,4A, ao° " 9o" 96" 102' 108, 114" 20•'
6,6A,7,7A,S&0A ami the 69-7/a,DLO T3.7f8'DLO 79.718"DLO 85-7/8"DLO 91.7 LO 97-718'D O 103716'OLO IDLO
Stfle/Astrapt'fypes shown below. Anclwr0mvp AnchrGrcup Anchor Group Anchor Creep Anchor Group Anchor Group Anchor Group I Anchor Group
A 9——c D A. B C D A B C D A B 1 C D A B C 1 D A B C D A 1 B 1 C D I A I B I C D
3 t + +1 C4+! 7 +1 5P C4+ C4+7 + CA+t 01y 0q+ y + C4+ +1 + C4+ C4+1 G+1 G+1 +1 G+t G+1 y G+ C4+1 *1 + C4«
24" itDLO Jemb a 8 8 a 8 B 6 '8 8 8 a 8 8 8 8 8 10 10 10 t0 10 10 t0 to 10 10 1 10 t0 10 10 10 10
P-hook 8+7 8+7 8+7 6+7 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 T+8 +0 7+8 8+9 8+9 8+9 8+9 8+0 8+9 6+9 5+9 9F10 9+10 0+10 9+10 9+10 8+10 8+10 9+10
Hhad1SM G+1 G+1 G+1 G+1 G+1 04+1 G+1 C4+t C4+1 04+1 G+1 C4+1 C4+1 04+1 04+1 C4+1 04+1 G+1 G+1 C4+1 C4+t C441 C4+1 04+1 04+1 C4+1 C4+1 G+1 a+ C4+1 Coy C4+1
30" CLO Jamb 8 8 8- 8 6 6 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 40 10 10 10 io 10 10 10 10
Patook 8+7 6+7 6+r 6«7 7+8 7+8 7+8 7t8 7+8 7+8 T+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+0 6+9 8+9 8+9 8+9 9+•10 9+10 9+10 9+10 9+10 9+10 9+10 9+10
Nead1S81 C4+1 C4+1 G4+1 G+1 G«1 04+1 04+1 G+1 G1+1 CAy G+1 C4+1 G+1 G+1 C40 C4+1 G+1 Cly Gy G+1 C4+1 G+1 NO G+1 C4+1 04+1 Coy C4+1 04+1 C4+1 CAy G+1
36" DLO Jamb e a a 8 8 a 'a 8 8 8 a 6 a a 8 8 t0 10 10 10 t0 10 10 t0 10 10 10 10 10 10 10 10
P•hook 6+7 8+7 8+7 0+7 7+8 7+8 7+0 7+8 7+8 7+8 7+8 7+8 7+8 1+8 1+8 7+8 8+9 8+9 6+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 8+10 9+10 9+10 9+10,9+10 9+10
H.2d/SB1 G+1 04+1 Coy 04+1 C8+1 C4+1 G+1 C4+1 G+1 C4+1 04+1104+1 G+1 G+1 C4+1 C4+1 C4+1 G+1 C4+1 0r+1 CA+1 G+i Gy C4+1 04+1 04+1 C4+1 04+1 C5+1 C5+1 04+1 C4+1
o. 42' 13x.0 Jamb a a 8 8 8 8 8 a a 6 8 0 8 B 8 8 to 10 10 10 10 10 10 10 10 10 10 10 12 10 10 10
P-hook 8+7 0+7 6+7 0+7 7+8 7+8 7+8 7+a T+$ T+8 7+e T+8 7+8 7t8 7+8 7+6 8+9 Bre 8+8 6+0 8+9 8+9 8+9 8+9 !12
10 9+10 8+10 Otto 9+10 9+10 0+10 9+10
Head/S111 G+2 C4+2 C4+2 G+2 04+2 C4+2 C4+2 G+2 C4+2 G+2 G+2 04+2 G+2 C4+2 C4+2 G+2 G+2 04+2 G+2 G+2 C5+2 C5+2 G+2 G+2 +2 CS+2 C5+2 C5+2 C5+2 C6+2 C5+2 C8+2
48" 0 Jamb 8 a a 8 8 8 8 8 a 8 8 a 10 8 8 8 10 10 10 10 10 10 10 10 10 f0 10 12 f01ook 0+7 P7 6+7 6+7 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 e+9 6+9 8+9 8+9 e+9 0+9 10 9+10 5+10 9+10 9+10.18+1010+1019+10
i.adlSM C4+2 C4+2 C4+2 C4+2 C4r2 04+2 04+2 C4+2 04+2 C4+2 C4+2 G1+2 G+2 01+2 G+2 04+2
64" ALC? Jamb 8 8 8 8 8 8 e 8 10 8 0 8 10 a 9 8 '
P-hook 8+7 a+7 6+T 0+1 T+8 T+a 7+8 7+8 +8 7+8 7+8 7+8 7+8 7+8 7+8 T+8
Haed15111 G+2 G+2 C4*2 G+2 Gr2 G+2 G+2 G+2 C4+2 G+2 G+2 C4+2 G+Z G+2 G+2 G+2 Not available in these Sizes ,
60• pL0 Jamb e 8 8 8 8 a a 8 10 6 8 9 10 8 8 a
Pdlook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8
FOR EXAMPLE ON USING TABLE,SEE SHEET 8. DLO WIDTH=
NOTES: NOM.PANEL WIDTH-7"
POSIT)VE-PRESSURES-fN TABLE-2- RE-BASED-ONSb)E.L)SF-OME 3 114"SILL
2)WHEN USING THE 2-1/7 SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1 S7[G;--TA$L£ZA• _—_—_DnLO HEIGHT=
POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX SIA Height to Max.(+)DP DOOR UNIT HEIGHT-10.125"
(NEGATIVE PRES.UNCHANGED).SEE TABLE 2A. (Water infiltration Rating) OH LENGTH �+-
3)4",3-114"AND 2-1t2-SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112" S6i Riser Height PANEL HEIGHT=
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX see (+)Design S DOOR UNIT HEIGHT-1.866"
(Flet or Box,
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Pressure,pat i o OH RATIO 2 1
AN OVERHANG COMPLYING WITH THE CURRENT FBC SEE ADJACENT DIAGRAM);THIS CONDITION IS Sheet-11 = o PRODUCT REVISED
( ) as complying with the Florida
Flush-1-112° see r.0 3 O Building c
NOT RATED FOR WATER INFILTRATION. 9 ace.
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-112' +46.87 Non-No- 97-0420A2
5)DOOR SIZE To COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-34/4" +eo.0 Expiration Dat 02/17/2020
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4" +64'O OH LENGTH
SEE OTE1-3 OH RATIO= N11am dxxct CoMtol
INSTALLED. OH HEIGHT
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2 SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS,
interlock P-hook Lockstiie@Jamb Straight AstragalLockstile@ 90*Astragal Lockstile@ 135*Astragal Lockstile@
Assembly Straight Astragal Assembly 90'Astragal Assembly 135"Astragal
Heavy-duty Stiles Heavyduty5tlle Heavy-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-dutySUle Heavy-duty Stile Heavy-duty Stile Heavy-dutyStile
Standard Astragal Outside Comer Inside
OuWde Corn
Corn-=-w
orner=-
w��r-+ zDat i t i r I
Inside ���+`ANY LYtlt�r �
Comer Outside .,� '��".'•4tcEN0"' ter,
Inside
Co Canter 4�• F
Part#61{Stlle} Part#61(SUIe) part#114{00L) Part#61(Stile) _ t' No.58705
Part#61(x2) Part#61 Pari#6i part#67(Astragal) Part#62 part#118(Comer part#120(in.) Parts#31  Part#,'I
61 _ -r •• •*
Receiver) (Caro.&Pxd Mount) -"0;C? tet!
1a70TECHNOLOGYDRIVE arvp+n 0�. S'rq E�� ;��t4�•:
i 3#275 DPANDANCHQRAGE %,531 O ORiDP,.-��C;��•
JR' oaro5�n c REv�sEOTaeLE2,REMOVEDexAMPLE CERT OFAUMCOP6 SER1ES770ALUM.SGD-LM IMPACT At. .
vac. aw. mrc wn mr as a.easa.e eN m.7 a.dern a°< A.LYt4J-41 706, E.
JR 10110114 .w.Rxwress+�vm scram NTS 7 22 PGT0f30 G P.E1l s6To5
I
TABLE 3: TABLE 3A
Design Pressure(DP)and Anchor Quantifies Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DP
For comer astragal anchorage an 90'or 136'eamer units,see sheet it (May be limited by Table 3A) (Water Infiltration Rating)
Door Unit Hal ht Sig Riser Haight
Table applies to Glass types 4,4A, eo° 84" 90' 96" 102" 108" res Design
(Flat or Box,see
6,6A,7,7A, 8&ak and the 69-7/8'D O 73.718"DLO 79-7/8'DLO B D O 91-71B"DLOUAnchorGroup
7/8"DLO Sheet 17) Pressure,psf
stile/Astragal types shown below. Anchor GroAnchor Group Anchor AnchorGrou Anchor Group Flush-l-1/2" seenote3
B C D A B C D A B C D I C D Low-2-1/2' +40.67
DazIgn Pressure b--90.0 f +-82,6psi I W-fM ps +60.0
17° HearlMUl C4+1 04+1 04+1 C4+1 r4+1 C4+1 04+1 C4+1 C4+t C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 04+1 04+1 C4+1 C4+1 C4+1 04+1 Medium-3-1/4°
24° DLO Jamb 8 B 8 B 8 8 B B B 8 B 8 B 8 8 8 10 10 10 10 10 10 10 10 High-4'
P-hw 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+B 7+8 7+8 7+8 1 7+8 1 7+8 1 7+8 8+9 8+9 0+9 0+9 8+9 0+9 0+9 8+9 SEE NOTES 1-3
Doslgn Pressure +'490.0 psf +/-82.6 psf +1-76.0 psi
�" 23' Head/S01 C4+1 C4+t C4+1 Gi+1 CA+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 04+1 C4+1 C4+1 G1+1 CA+1 C4+1 %1 C4+1 C4+1 C4+1 CA+1 milDLA Jamb B e B 8 8 8 8 8 10 8 8 8 10 8 101010 10 10 10 P•hook 8+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+11 8+9 8+9 8+9 B+9
Dsalgn Pressure + 0 f +1-82.0 par +1-76.0 sf
29' HeadfSlO C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+111431C441 04+1 C4+1 C4+1 C5+1 C5+1 04+1 C4+1 CS+1 C5+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1
a. " DLO Jamb 10 B 8 8 10 8 B 8 10 B B B 12 10 B 8 12 10 10 10 10 10 10 10
P-hook 6+7 6+7 6+7 6#7 7+B 7+8 7+8 7+8 7+8 7+8 7+8 7+B 8+9 .8+9 8+9 8+9. 8+9 8+9 8+9 8+9 8+9 8+9 8+9 B+9
E Design Pressure +'490.0 Psf +/-82.6 psf +1-76.0 sf II '
36• HeadISN C4+2 C4+2 C4+2 G+2 C4+2 C4+2 C4+2 C4+2105+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 CG+2 C5+2 06+2 C6+2 OH LENGTH F�
42' DLO Jamb 10 8 8 8 10 8 B 8 12 10 8 ' 8 12 10 a 8 12 10 10 10 12 10 10 10
P-hook 7+8 7+8 7+B 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 8+9 1 8+9 1 8+9 18+9 8+9 1 8+9 1 8+9 1 M. 11+9 8+9 8+9 8+9 8+9 g+9 8+9 8+9 of
Design Pressure +1--90.0 psf See Note A lu +1.82.6 psf +F75.0 sf O OH RATIO 2 1 -
�, 41" Head/SRI C5+2 C6+2 C4+2 C4+2 CB+2 CS+2 C5+2 C5+2 C6+2 C5+2 C5+2 C5+2 C6+2 C6+2 +2 CB+2 C6+2 06+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 QO
DLO Jamb 10 8 B B 12 10 Be B 12 10 8 8 14 12 B 8 14 12 10 10 14 10 10 10
P-took 7+8 7+8 7+8 7+8 8+9 8+9 +9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 10 9+10 9+10 9+10 9+10 9+18 9+10 9+10 9+10 9+10 i
NOTE A:+/-90.0 PSF FOR GLASS TYPE 4, A,6,6A,7A,8&8A; +1-87.1 FOR GLASS TYPE.7
EXAMPLE ON SHEET 9
NOTES; H-PAT10_OH LENGTH
1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. DLO WIDTH= OH HEIGHT
2)WHEN USING THE 2-1/2'SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4°SILL,POSITIVE WATER NOM.PANEL WIDTH-7'
DP IS 60.0 PSF MAX.WHEN USING THE 4'SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES
UNCHANGED).SEE TABLE 3A. DLO HEIGHT=
3)4',3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2'SILL IS NOT AND DOOR UNIT HEIGHT-10.125' PRODUCT REVISED
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN as comp)ying with the Florida
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= NOA-Building Codo
BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT-1.866' Hon No, 77.0420.72
4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Expiration Date 02/17/2020
5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTAL'ED. ay
Mla I-Da ratluct Control
THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3 SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS.
Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal Lockstile @
Assembly Straight Astragal Assembly 90'Astragal Assembly 135'Astragal
Heavy-duty Stiles Heavy-dutyStlle Heavy-dutyStlle Heavy-dutyStlle Heavy-dutyStlle Heavy-dutystile Heavy-duty Stile Heavy-dutyStlle Heavy-duty Stile
Heavy-duty Astragal Outside Outside Inside II
Corner
Corner �� L
427 ----�- �t 1111 rrrrl/
In .
side nJ_1J " � �'`A... ..N
Corner Outs(de ;� �ICENS' "� �
Inside Cor Corner F •<� ;
Part#61(Stile) Part861(Stile) part 8119(OuL) Part U61(Stile) _tf No.58705 '
Part 861(x2) Part861 Part 861 Part861' Pa [(Corner Parts 831&832 Part 861 = *—
Part 8fi8(Astragal) Part 8120(In.) _
Receiver) (Corn.&Fxd Mount) V 11 _
f0707EChWOLOOYDRIVE �s•'•F/ARIDA �4
N.VENICE,FL 3+77E DPAND'ANCHORAGE
a. 600
CERT.OFAUnLf MM � SERIES770ALUM.SGD-LM IMPACT
JR OU05/17 C REVISED TABLE 3.ADDED EXAMPLE c�rwcrrnaarrr `—'��J�®' m. as ,r o..eaw. e.r
A.LYNN MILLER P.E.
JR 101014 °d° a�ee� s0o-n0 NTS 8 d22 PGT0130 C P.EN59J05
NO FRAME "9+10'P-HOOK ANCHORAGE CONSISTS OF:
SEE'CS*CLUSTER
SEE JAMB (9)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX,UNIT WIDTH —DETAILS,SHEET 10
SPL REQUIRED @ (PERPENDICULAR TO GLASS SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL
ICE EXTERIOR PLANE)SEE TABLE Z SHEET 7 DETAILS,SHEET 10 FOR REQUIRES"C6" SHEET 10 FOR INTERLOCK
NOTE POCKETS INTERLOCK 24'MAX.O.C.
THIS AND 48'NOM. CLUSTER,SEE
SHEET SEE POCKET (10)P-HOOK ------- - �ANEL WIDTH DETAILS,SHEET 11 IZ x x
x
R
JAMB x xx.
MOUNTING x x x WMAX
WMAX. _X x
x
INSTALLATION, ADAPTER
x x
THIS SHEET ANCHORS MIDWAY 0 3*MAX. xx
&SHEET14
BETWEEN P-HOOK
ANCHORS&AT 3- i 0 4 PAIRS OF
x=FRAME x ANCHORS
FROM TOP& 't 14*MAX O.0 0 ANCHORS (TOTAL 8
BOTTOM Io I
0 21MAX
" *
4.061" 8"MAX.TO OPENING ZN 10 UNIT O.G. ANCHORS)
P-HOOK HEIGHT PER JAMB
EDGE OF POCKET SEE
INSTALLATION is 14�MAX.O.Q 0 ANCHORS (SEE JAMB
X
iDETAIL
DETAILS lie,&'Kc', oN 0 M z
0=P-HOOK BELOW)
END PANEL SHEET 14&PART 0 10 MOUNTING
\-ANCHORAGE DETAILS V'&'K, 1.1 3*MAX ADAPTER
24'MAX 66) [ .
(2 ANCHORS) SHEET IS FOR 'ANCHORS
O.0P-HOOK L-----6
I
ANCHORAGE END PANEL I I , 1 x END PANEL
ANCHORS ,
/Y ANCHORAGE I Xx x X, x x S"MAX. ANCHORAGE(SEE
(SEE SKETCH BELOW)T- 2. SKETCH BELOW)
CENTERLINE 8'MAX,TYP. "+21 ANCHORAGE
OF PANEL I ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
24"MAX. 2 TRACK,90*OUTSIDE CORNER-13XXI)(XO-EXT.MOUNT POCKET ANC� 2.
04
D.C. S.ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TABLE 3,SHEET
6' SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NON-STRUGTURAL
1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 END PANELANCHORE"E10;.Q;;ANCHoRAGECNLy): ANCHORS MAY BE ADDED—
2)ANCHOR LOCATION SPACING FOR ANCHOR TtT EXTERIOR AS NEEDED TO ALIGN THE
x CENTERLINE OF QUANTITIES SPECIFIED IN TABLES",SHEETS 6-B.- W TO
BE HEAD OR SILL IF A SPLICE
48' 41,tE L-2724_1�0_1_-:� 21* OCCURS AT THE P-HOOK.
NOM INTERLOCK HEAD&SILL 8"MAX.FROM FRAME CORNERS.
PANEL r7, MAX
USE SPECIFIED CLUSTER FROM APPROPRIATE F-71
SEE'C5'CLUSTER ... O.C. PRODUCT REVISED
WIDTH \-DETAILS,SHEET 10 TABLES,SHEETS 6-8 AT EACH INTERLOCK AND PRODUCT with the Florida
STRAIGHT AND CORNER ASTRAGAL LOCATION, �-csv wmvpAT� Belittling Code
ANCHORS AT THE MIOPO4NT OF END PANELS ARE ONLY OA-No. 17-0420.12
FOR INTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUIRED IF THE 04.DISTANCETO THE NEXT ANCHOR f — -
"+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER 24.OTHERWISE A14CHORS ARE NOT r Expiration Da"211712020
ADDITIONAL ANCHORS24*D.C.MAMMUM. REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE:1
3.5'- WMAX. y
JAMBS&P-HOOKS 6"MAX.FROM BOTTOM;21"MAX.ANCHOR PAIR D.C.(JAMBS),14'MAX.ANCHOR
OF PANEL 2 D.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE
_[CENTERLINE P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
"+2"ANCHORAGE ANCHOR PAIR
REQUIRES SEE"C5" END PANEL
CLUSTER,SEE INTERLOCK CENTERLINE CENTERLINE
OF DETAILS,SHEET 10 ANCHO
RAG
—1 1-- 1
DETAILS,SHEET I I FOR ASTRAGAL'_\
�_�ncSTRAGAL (2ANCH0 RS
0 4.061' 3.51 MAX
LY*
Z±444
EN RU NO.68
EXTERIOR CENTERLIL 3 --2-ANCHORAGE CENTERUNOF PANEL 4E -+2-ANCHORAGE- 0 T-' NE`
OF PANENE OF PANEL 5
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
1070 TECH14OLOGYDRPIE
ANCHORAGE SPACING&EXAMPLE PLANS
(94t)480-1600
JR 04IM7 MC-I CORRECTED E"WLE TO UPDATEDANCHOR VALUM ICERr aFAUMN28?8B SERIES 770 ALUM.SGD-LM IMPACT
A. Alt I P.E.
PGTO
17-7 7-1wlw,4 ZS770 130 ipz REA 55705 _j
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR 6"DIAG.
INTERLOCK-f-;F NEEDED INTERLOCK-1 CONDITION,USE INTERLOCK IF NEEDED 2.04" 2;04*
CENTERLINE CENTERLINE 'C6'CLUSTER DETAIL) CENTERLINE
3.5" 1.75" 6"DIAD.
SPLICE LOCATION
21'
1.75" 3 61,r-I t
I I I I -D G. MAX
�W2.04" 1 0.—1 - 0 O.C. EXTERIOR
2. 4' UW2.04' 21" -7
V EWAG. r 3.5.
P f— 5.64- MAX
3. 7- 3.51 O.C.
EXTERIOR *7' EXTERIOR 7- EXTERIOR J 1 111 1
2-TRACK FRAME HEADISILL 'G 2-TRACK FRAME HEAD/SILL 15 2-TRACK FRAME HEAD/SILL 6-MAX 17
0 ASTRAGAL OR INTERLOCK 01 ASTRAGAL OR INTERLOCK a ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTERf .2-TRACK L
(USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED,'C4-) ANCHORS ARE REQUIRED,-CS-) ANCHORS ARE REQUIRED,"CB") FRAME) 6.MAX.
ANCHOR PAIR
4-TRACK
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR I-SPLICE LOCATION 6"DIAG. FRAME JAMB
INTERLOCK-4-;F NEEDED INTERLOCK• CONDITION,USE INTERLOCK-1711'NEEDEDEXTERIOR ANCHOR PAIR
CENTERLINE I CENTERLINE "CO"CLUSTER DETAIL) CENTERLINE 3.6. 2.04" J-
3.5"
f—
:-.4 3.5-1--- 7' 1:
ANCHORS MAY BE INSTALLED
21' EITHER IN THE EXT.OR INT.
Z04r 4'DIAG. MAX. TRACK(INT.SHOWN)
" -e 4.08" 4.08" -A O.C. NOTES:
Z04
6.64" 1.ALL DIMENSIONS SHOWN
fli ARE BASED ON MIN.
EXTEPJOR 7»—I -
EXTERIOR 7. 4'DAG. EXTERIOR 3.5" -r—ALLOWED;
3.5" 6"MAX T 2.FOR HEAD OR SILL SPLICE
FRAME HEADISILL 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEADISILL
0 ASTRAGAL OR INTERLOCK ®R ASTRAGAL OR INTERLOCK 0,ASTRAGAL INTERLOCK AT
P-HOOK SEE SHEET 9.
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE e CLUSTER 3-TRACK FRAME JAMB
ANCHORS ARE REQUIRED,-C4') ANCHORS ARE REQUIRED,'C5") ANCHORS ARE REQUIRED,'C61 ANCHOR PAIR PRODUCT REVISED
u..*mp1jl,nT
ASTRAGAL OR I_SPLICE LOCATION ASTRAGAL OR 'E ASTRAGAL OR (FOR SPLICE FOR SPLICED ,With the Florida
Building 0 0
INTERLOCK--i IF NEEDED INTERLOCK (FOR SPLICE CONDITION,DO NOT CONDITIONS ONLY: NOA-Me. 117-0420.12
CENTERLINE CENTERLINE ! CONDITION,USE INTERLOCK CENTERLINE Expiration!�oto 0211 USE THIS DETAIL) SPLICE LOCATION Do 7(2020
C6'CLUSTER DETAIL)
1.7S. IF NEEDED
3.6' 3.5- 3.5" 3.5" By
7" miaml-0
0 1
4-DIAG. �Z(14" 4"DIAG.1 2,04" 4
"N
DIAG. 4'DIAG
4.08'
w
—4'DfA 2.
EXTERIOR EXTEMOR7- 7- 3.5-
3.6"
4-TRACK FRAME HEADISILL IU 4-TRACK FRAME HEADISILL
4-TRACK FRAME HEADISILL
0,ASTRAGAL OR INTERLOCK (d ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK No.68705
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,-C&')
t
ANCHORS ARE REQUIRED,'Ce) ANCHORS ARE REQUIRED.'C5') WITH&WITHOUT SPLICE CONDITION 70-'10
• 10707RCHNO10GYURNE0
N MWCE,Fl.3W5
. 7ZHORAGE,EXAMPLE CLUSTERSRP--
0
I—JR-1-04VW- I—. I NOCHAWESTHISSUEET CFAT OFAUM*2M 7ERIES 770 ALUM.SGD-LM IMPACT
�low? -
A.LYNN MMR.REL
10HOV74 "ftmm� — ;rS 1-�
0 W.I. 10 -
1 22 P�GT0130 P #08705=17mec copyn
1 1-1
2.04" 2.04• INTERIOR 2.04' INTERIOR 2.04" "+1"ANCHOR `
INTERIOR INTERIOR T'
?4'DIAG. 4"DIAG. 8.94°
6.12" 6.12" 3RI 3.5°
INTERIOR INTERIOR 7" ERIO INTERIOR
90 90 3. " 1 ° I ."° I _ CENTERLINE
4
EXTERIOR EXTERIOR 4°DIAD. 4"DIAG. f OF PANEL
3.5° 4, 3 5" 4° 3.6° 3 4; "+2"ANCHOR
2.04" EXTERIOR 2.04" 7" 2.04° EXTERIOR 4" 2.04' EXTERIOR 8.94"
EXTERIOR
2.04° 4"DIAG.
90°CORNER 90°CORNER 135°CORNER � 135"CORNER 7
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 3 I
(USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I CENTERLINE
ANCHORS ARE REQUIRED,°M ANCHORS ARE REQUIRED,°C6") ANCHORS ARE REQUIRED,".g�4D ANCHORS ARE REQUIRED,°C6°) f OF PANEL
4.08"
INTERIOR INTERIOR
EXTERIOR 4.06'
•+1'ANCHOR 1+31 ANCHOR
4" g
INTERIOR 3.5" INTERI
90° 7" 2.04" 4"DIAG.
3 I EXTERIOR
3.5° 3.5"408" 4.08" 7" 7"6.37 D G. CENTERLINE
CENTERLINE I OFPANEL
4' OFPANEL 2-TRACK FRAME HEAD/SILL
EXTERIOR EXTERIOR 7' 4° INTERIOR "+2"ANCHOR MEDIATt=ANCHORtAYO
90°CORNER 135°CORNER EXTERIORALL
VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL
(°C8"ANCHOR CLUSTER REQUIRED ('C6°ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4'DIAG. PRODUCT REVISED
612" as comp)ying with tho Florida
INTERIOR INTERIOR 2,04• N"OA- o Code
NOA-No. 77-0420.12
2.04' 12" 3.5° I(� Expiration Data 02M 7/2020
4" EXTERIOR 5.68" I CENTERLINE
INTERIOR I l OF PANEL Dy
Miami-Dad roduct Control
INTERIOR 90° 4" 3.6" 135° A4 "+3"ANCHOR
D T„ I
8.12° IAG. 6.12" 0 3.5" 4.08E
7" EXTERIOR
3.5" 4° 3.5" _ tluuu
2.04° ExrEwoR 7' 4'DIAG. EXTEw R q" I CENTERLINE LYNN�..
90°CORNER 135°CORNER 2 �OFPANEL Z� VlOENgF•.�(���
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME-HEAD/SILL *P No.58705
("CS"ANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT =
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) —
NOTES: (3-TRACK SIMILAR) — 0 ,,J _ J
1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. r07oTECHNotoovoamE %�0p'.• Ll OF'I ���
2.DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE N.VENICE ANI275 ANCHORAGE,EXAMPLE CLUSTERS '•.oRIDP,,•
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. i1 1800 rer 'iSS� ""'
R.,elw: CERT 06 SERIES 770 AL UM.SCID-LM IMPACT '�I1/1"
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1
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND
_
EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE
A,SHEET 1 SEE TABLE A,SHEET SEE TABLE A,SHEET
SEE TABLE
2-A,SH 2-1/16"` 2-1/16"* NOTES:
EXTERIOR 114" 1/4" 1/4" 1.ALL DIMENSIONS
a MAX. MAX, MAX, SHOWN ARE BASED
o SHIM EXTERIOR o f SHIM EXTERIOR a h SHIM ON MIN.ALLOWED.
2.METAL OR WOOD
EMBEDMENT: i T SUBSTRATES MAY BE
SEE TABLE A, --11 USED FOR ALL FRAME
SHEET 1 TYPES PER TABLE A.
WOOD WOOD ANCHOR TYP.. 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1.
TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES
NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 •DIAGONAL O.C.IS
da 2-TRACK FRAME HEAD3-TRACK FRAME HEAD 4-TRACK FRAME HEAD MIN 4"(HEAD&SILL)
WOOD INSTALLATION �WOOD INSTALLATION �METAL INSTALLATION OR 6"(JAMB)SEE
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., . 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11.
SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR
&TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1
SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND
NOTE 8,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE
1(114"MAX) SHEET 1 1 SHEET 1
(114"MAX.) - y' (114"MAX.) T
EXTERIOR EXTERIOR EXTERIOR I EMBEDMENT:SEE
2-1/18"• 2-1118"• 2-1/16", TABLE A,SHEET 1
EDGE DISTANCE:
EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A,SHEET
EE TABLE_A.-Q{ SEF TABLE A SHEET 1
EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 FRSILL 45ih 3-TRACK AME
SILL
WOODCNSTALLAETION WOOD INSFT�ALMLATION �M TAL INSTALLATION
EMBEDMENT:SEE
TABLE A,SHEET 1 PRODUCT REVISED
plying with the Florida
Building Code as eom
EMBEDMENT:SEE NOA-No. 17.0420.112
TABLE A,SHEET 1 EDGE DISTANCE: Expiration Date 02/17/2020
SEE TABLE A,
EMBEDMENT:SEE METAL TYP., SHEET 1 By
TABLE A,SHEET 1 ~i EDGE DISTANCE: SEE ANCHOR Mia Da wduct Control
2X WOOD
EDGE DISTANCE: 2X WOOD O SEE TABLE A, NOTE 4,SHEET 1
SEE TABLE A, SHEET1
NO
TYP.,SEE ANCHORTE 3,SHEET1 SHEET1 TYP.,SEE ANCHOR NOTE 3,SHEET 1 2-1116"'
SMS ANCHOR TYP.,
2-1/16"' SEE ANCHOR NOTES
WOOD ANCHOR TYP., 2-1/16"• &TABLE A,SHEET
SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3 I I f f
SEE ANCHOR NOTES THREADS
&TABLE A,SHEET 1 �� y Ly 1.,
&TABLE A,SHEET 1 BEYOND THE `�� N NlI1 ,,�
EXTERIO
EXTERIOR I O EXTERIOR
METAL : � •iJCENS•!11� �i
1/4`MAX.SHIM I-"- R 1/4"MAX.SHIM F.- SUBSTRATE
1/4"MAX.SHIM I+- _-zk: No.5870.5da '
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB �,0
Hw WOOD INSTALLATION Iw METAL INSTALLATION StiJ -7
keV WOOD INSTALLATION ® 70� dd I 17
1070TECHNOLOOYORIVE ^' 'T••, O
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�'. NTS 12 r 22 PGT0130 C P.E.06870.5
JR f0/1Q/14
INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES:
EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS
CONCRETE CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET SHOWN ARE BASED
PER TABLE TABLE A,SHEET 1
A,SHEET 1 2-1116"' PER TABLE 2_1!16"• PER TABLE 2-1/i6"+ ON MIN.ALLOWED.
A.SHEET 1 A,SHEET 1 1/4" •DIAGONAL O.C.IS
t .: 4 MAX.
EXTERIOR L`. I - MIN 4'(HEAD&SILL)
a .:::. ..
iT i r SHIM OR 6'(JAMB)SEE
EMBEDMENT: J T 1/4° EXTERIOR 1/4'MAX. oREll Ini7 DETAILS,SHEETS
SEE TABLE A, MAX (� MAX. 10&11.
SHEET 1 SHIM `r SHIM a'
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRANCHOR TYP.,
WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE 7SEEANrHIR NOTES&
ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1
®
CONCRETE FRAME
OTION Mc CON CRETE INSTALLATION CCK FRAME HEAD TFRAMERACK
CONCRETE INSTALLATION
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1 X
SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE
TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1
SEEANCHOR SEEANCHOR SEE ANCHOR
NOTE 5,SHEET NOTE 5, NOTES -
1(1!4'MAX.) SHEET 1 SHEET1� -
(1/4"MAX.) 1 (114"MAX.) - a ^• w 1
EXTERIOR EXTERIOR '7 1 EXTERIOR .{' 1
a 2-1/16' a2-1/16.'. x2.1/16°+ �JCONCREI=
PER TAB
LE
EDGE-DISTMICE• CONCRETE CONCRETE EDGE DISTANCE: A,SHEET 1
SEE TABLE A,SHEET 1 PER TABLE SEE TABLE A,SHEET 1 ERTAB SEE TABLE A,SHEET 1
EMBEDMENT.SEE TABLE A.SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A.SHEET 1
2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL
Dc CONCRETE INSTALLATION Ec CONCRETE INSTALLATIONFc CONCRETE INSTALLATION
EMBEDMENT:SEE PRODUCT REVISED
TABLE A,SHEET 1 os eomplying with the Florida
EMBEDMENT:SEE DUOA- o code
NA-No. 77-0420.12
TABLE A,SHEET 1 ~i EDGE DISTANCE: expiration Date 02/17/2020
EDGE DISTANCE: PROPERLY SECURED SEE TABLE A
EMBEDMENT:SEE CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1 By
TABLE A,SHEET 1 ^� TYP.,SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, Miami Da rbduc!Control
r' EDGE DISTANCE: NOTES&TABLE A, SHEET 1
PROPERLY SECURED •: SEE TABLE A,
SHEET 1
1X WOOD BUCK TYP., SHEET 12-1116"
SEE ANCHOR NOTE 3, CONCJCMU ANCHOR `-
SHEET 1 TYP.,SEE ANCHOR
CONC./CMU ANCHOR 2-1/16°' PROPERLY SECURED ; ; NOTES&TABLE A,
TYP.,SEE ANCHOR 1X WOOD BUCK TYP., 1-.'. SHEET 1 CONCRETE
NOTES&TABLE A, SEE ANCHOR NOTE 3', CONCRETE OR CMU `I ItI II III�r�
SHEET 1 CONCRETE SHEET 1 OR CMU EXTERIOR PER TABLE
EXTERIOR OR CMU EXTERIOR PER TABLE nn A,SHEET 1 T ,.•''UcENSF./4F
I PER TABLE ` A,SHEET 1 V
1�i Z
'D1/4'MAX.SHIM I+— A,SHEET 1 "5114°MAX.SHIMF-.-
1/4"MAX.SHIM �--, Z*: No.58705
2-TRACK FRAME JAMB da 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB -
Oc CONCRETE/CMU INSTALLATIONHe CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION %AG Q ITE
10N IC �94Y7B s •F� P''.• •����
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ANCHORAGE DETAILS �� S'ONAt E�G`��
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SGD-770 NTS 13 d 22 PGTO130 C P.E9 58705
JR 101104
INSTALLATION DETAILS NOTES:
1.ALL DIMENSIONS
FRAME JAMB SHOWN ARE BASED
REQUIRED ATALL 2,893"MIN. ON MIN.ALLOWED.
INSIDE POCKETS f EDGE
EMBEDMENT:SEETO PREVENT DISTANCE 2.FIGURES ON THIS
WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR
WOOD ANCHOR TYP., INFILTRATION CONC./CMU ILLUSTRATIVE
SEE ANCHOR NOTES ANCHOR TYP.,SEE PURPOSES ONLY.SEE
EMBEDMENT: &TABLE A.SHEET 1 ze ANCHOR NOTES& TABLE A,SHEET 1 FOR
SEE TABLE A, (ALSO SEE TYP. .`t.'' TABLE A,SHEET 1 ALL APPROVED
SHEET1 ILLUSTRATION,SHEET e) '• ``:.; ;. SUBSTRATES.
1-114'MIN.EDGE DISTANCE
SEE EXTERIOR 3.SEE TABES 1-3,
TABLE A.SHEET 1 EMBEDMENT: r.': SHEETS 6-8 FOR '
SEE TABLE A,J '.` ' REQUIREDP-HOOK
25 - .;.�� .- P-HOOK MOUNTING
EXTERIOR SHEETI .''•?, ' '; ±.`•::;1 ADAPTER CONCJCMU AND P-HOOK I
_ ANCHOR TYP.,SEE MOUNTING ADAPTER
PHOOK WOOD ANCHOR TYP.,
SEE ANCHOR NOTES 10, p-HOOK '' r" " ANCHOR NOTES&TABLE ANCHOR QUANTITIES. I
`"""""
CONCRETE OR
&TABLE A,SHEET 1 EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE
(ALSO SEE TYP. 2.693"MIN. CMU PER TABLE, TABLE A,SHEET 1 (ALSO SEE TYP, ON SHEET 9.
ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET 1 ILLUSTRATION,SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS E P-HOOK FOR USE WITH ANY SILL RISER
�w PARTS 918 #20#22 OR 924, e PARTS#18,#20,#22 OR#24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
ETTAL-TYP„ c u00KMOUNTING
SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU
EMBEDMENT:SEE TABLE A,SHEET 1 ANCHOR TIP.,SEE
NOTE 4,SHEEP 1; ADAPTER SMS CMU PER TABLE
MIN.OF 3 THREADS TABLE A SHEET 1 ANCHOR TYP.,SEE
A,SHEET 1 ANCHOR NOTES&TABLE
BEYOND THE METAL ANCHOR NOTES
,.:.�,�.�'�.:.. ..is '::''`�: A,SHEETI
SUBSTRATE 2B &TABLE A,SHEETI it- '•`:••;,'-.::e: :;:,: '. (ALSO SEETYP.
ALSO SEE TYP. EMBEDMENT: :;F PRODUCT.REVISED
( ILLUSTRATION,SHEET 9)
ILLUSTRATION, SEE TABLE A, + '; as Complyying with the Florldo
SHEET 1 28 9ullding Cade j
EMBEDMENT: SHEET9) r• Naw-No. 17-0420.12
SEE TABLE A, EDGE DISTANCE:SEE tlxpiratlon ga 02!17!2020
SHEET 1 A TABLE A,SHEET 1 '''r '• 1.114"MIN.EDGE DISTANCE
Miami-!!pm Control
30 30
P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR
SEE ANCHOR NOTES R_ ANCHORTYP.,SEE fl !
&TABLE A,SHEET 1 V ANCHOR NOTES&TABLE V
(ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2,693°MIN,
ILLUSTRATION,SHEET 8) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION,SHEET 9)
��lunu111, I
P-HOOK FOR USE WITH BOX SILL RISERS da P-HOOK FOR USE WITH BOX SILL RISERS `� 1 L T
K&PARTS#19.#21,#23 OR#25, KC PARTS#19,#21,#23 OR#25, `4 '
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR Q�•' 1 8
•F
(SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT *; No.58705
FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY
l0MTECNN0LWYDMVE t
9. t' Mi, F '���:
N.VENICE,FL 3078 ANCHORAGE DETAILS �.��ipSJ••�RIOP,.
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CERT OFAUTH.asa20 SERIES 770 ALUM.SGD-LM IMPACT �"'J 11111111
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1
CONFIG. EXAMPLES
MAX.UNIT
WIDTH MAX.UNIT WIDTH
HEADER DETAIL W, MAX. NOM.PANEL WIDTH
SHEET 18;INSTALLATION DLO TYP.PER TABLES 1.3
DETAILS'AW&'Ac', WIDTH INTERIOR
SHEETS 12&13 1
NOTES:
EXTERIOR
1)SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS 90°
APPLICABLE.SEE DP/ANCHOR PANEL PANEL
TABLES,SHEETS 6�FOR MAX PANEL TYPE TYPE PANEL CORNER DETAIL IN2',
PANEL HEIGHT AND WIDTH.SEE 'E 'QS' AS' TYPE SHEET 19&CORNER
SHEETS.18&19 FOR SECTION A' IC ANCHORAGE SHEET 11
2.
NOM. ]7MAX.UNIT
DETAILS AND SHEETS 12-14 FOR MAX. PANEL � � MAX. HEIGHT INTERLOCK DETAIL
INSTALLATION DETAILS. PANEL WIDTH TYP. DLO pER M',SHEET 19
2)(1)LOCK(ITEMS 75&107-110)AT HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR
EACH LOCKSTILE,LOCKING INTONOTE 2 TABLES 1.9 1-3
KEEPER(ITEM 103)AT FRAME JAMB
OR ASTRAGAL. a JAMB DETAIL'G3',SHEET
3)PLEASE SEE APPLICABLE x 18;INSTALLATION DETAILS
ASTRAGAL&INTERLOCK X X 'GV/&'Gd,SHEETS 12&13
COMBINATIONS PER DP/ANCHOR
TABLES. DLO WIDTH=NOM.PANEL WIDTH-7"
90,
SILL DETAIL'D',SHEET 18; DLO HEIGHT=DOOR UNIT HEIGHT-10.125'
INSTALLATION DETAILS EXAMPLE:90'INSIDE CORNER,4 PANELS-XX/XX PANEL HEIGHT DOOR UNIT HEIGHT-1.866"
'DW&'De,SHEETS 12&13
SILICONE HOT-MELT BUTYL
STRUCTURAL
SILICONE STRUCTURAL SILICONE SOBO3116*NOM.
IYCER !q°AIO FOAM _
WITH DESICCANT WITH
DESICCANT
EXT.GLASS EXT.GLASS
#8 X 1"
#10 X 1-1/2" PH SMS PRODUCT REVISED
PH SMS as comp)yin with the Florida
INT.GLASS INT.GLASS Building Code
NOA-No. 17-0420.12
Y KODISPACE 4SG TPS 125 SUPER SPACER®Nxr B-pi-u--Da 2/77/2020
@
ALUMINUM Miami-D Product Control
REINFORCEMENT POLYISO• DESICCANT FILL AREA
f[ -PANEL CORNER BurrLENE 61i8 NOM.
FRAME CORNER fins"NOM. SEA
DETAIL DETAIL eUTYL& ROLLFORMED SILICONE SEAL
DESICCANT STAINLESS STEEL
FOAM
ExT.GLASS
Part# Description Material EXT.GLA ss 0�I I I I I
/
124 Kommeding4SGTPSSpacer System `��`�9 ..•••..!V/lj�'�i,
125 quanex Super spacer nXf with Hot Melt Butyl See this �IGENSF'•
128 gUaneX Oumseal Spacer Sheet for INT.GLASS INT.GLASS ••,13
Materials =* No.58705
127 Cardinal X.Edge Spacer fps DURASEAL8 SPACER +Y7 XL EDGE'"SPACER
REFERENCE TEST REPORTS:FTL•8717,8988&8970 %�O•� STA I g r��•���
1070 TECHNOIDOYDRW 0�i°os' 'n O
N�!1 a 6 ANCHORAGE DETAILS/EXAMPLE ELEVATIO ',FS+S' kill
IV.
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CONFI G. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET,SEE NOTES ON SHEET 15
��'M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18;
'lY—INSTALLATION DETAILS'GY/&'Gd,SHEETS 12&13
�ED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL W,SHEET HEADER DETAIL'A',SHEET 18;
LLLSHEET 18;INSTALLATION DETAILS'L1'& 18;INSTALLATION DETAILS INSTALLATION DETAILS'AW&'Ac', DLO
DETAILS'Gw'&'Ge, L2,SHEET 19 -Ave&'Ac',SHEETS 12&13 SHEETS 12&13 WIDTH JAMB DETAIL'GV,,SHEET
SHEETS 12&13 90" TMP /-18;INSTALLATION
&SGc'SHEETS 122&13
PANEL PANEL PANEL PANEL
TYPE TYPE TYPE TYPE PANEL
PANEL PANEL PTYPE I0
'R' 'L' 'D' 'A' A, TYPE TYPE K, P INTERLOCK DETAIL
MAX CS' OS' MAX. 'M',SHEET 19
/ / / UNIT / HEIGHT 90°OUTSIDE CORNER
/ NOM.
PANEL / / HEIGHT SILL DETAIL NOM.
/ PER / PANEL / PER DETAIL'N1',SHEET 19&
WIDTH TYP. D',SHEET
MAX. PER SEE TABLES 18; MAX. / SEE CORNER ANCHORAGE
DLO NOTE 2, 1.3 DLO WIDTHTYP. TABLES
TABLES 1-3 INSTALL PER NOTE 2, 1-3 SHEET 11
HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 INTERIOR
1�., 'H
CEJ '� NOM.PANEL
0 X X SHEE ETSTS 12 12 EXTERIOR
&13 x x x X
PER TABLES
SEE FRAME& MAX.UNIT WIDTH SILL DETA L'D',SHEET 18; 1 3
PANEL CORNER MAX.UNIT WIDTH
CONSTRUCTION
EXAMPLE:OXXX INSTALLATION DETAILS MAX.UNIT WIDTH
DETAILS SHEET 15 2-TRACK 'DH`&'De,SHEETS 12&13 EXAMPLE:90`OUTSIDE CORNER-XX/XX(2-TRACK)
ASTRAGAL DETAILS'L7'& INTERLOCK DETAIL'M',SHEET 19 DE
JAMB DETAIL SHEET i8;
INSTALLATION TAILS'IW&
L2,SHEET 19.
INTERLOCK DETAIL-M-,SHEET 19 'Id,SHEETS 12&13-\ HEADER DETAIL'C',SHEET
u HEADER DETAIL (1 18:INSTALLATION DETAILS
JETAIL'H2,SHEET P-HOOK DETAIL'J'&'K',SHEET B',SHEET 18 Cw&'Cc',SHEETS 12&13
18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'12'.SHEET 18;INSTALLATION
Hw'&'Hc',SHEETS 12&13 'Jc','Kw-&'Kc',SHEET 14 DETAILS'Bw'&'Bc', DETAILS'Iw'&'Id,SHEETS 12&13 PRODUCT REVISED
SHEETS 12&13 as cam 1 In with the Florida
r — MAX.UNIT WIDTH MAX.UNIT WIDTH NOA,,ng od9e
_ NOA-No. 77-0420.12
1, Expiration Date 02/1712020
PANEL PANEL PANEL PANEL I PANEL PANEL PANEL PANEL
I
TYPE TYPE TYPE TYPE j TYPE TYPE TYPE TYPE Dy
M. F' 'F' 'P' NIIa Dade roduct Con ral
MAX.
MAX.UNIT_ NOM. $' i NOM. UNIT
HEIGHT PANEL $& i / / PANEL / HEIGHT
PER WIDTH TYP. WIDTHTYP. PER
TABLES MAX. SEE ' PER / I SEE MAX. PER TABLES
1� DLO NOTE 2, TABLES 1-3 j OTE 2 DLO TABLES 1� 1.3
HEIGHTSHEET 16 y i SHEET 15 HEIGHT
a 1 /1111111/
.` ANY LYNN
o X x x i x x x o �P�C�.• �SF
EXAMPLE:OXXXp SILL DETAIL'S',SHEET 18;� EXAMPLE:XXXO SILL DETAIL'F,SHEET 18; -1t: No.58705
INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS - 0 MEE
(3-TRACK, RIGHT POCKET) ( - CEw'&'Ee,SHEETS 12&13 'PYP&'Fc'.SHEETS 12&13 A (10707ECHNOLOOYORIYE a�9au[ i0�•• S
N.109)f aWeFl.3u' EXi4MPLEELEVATIONS :,(�`S,'••:'<ORIDP,.•'••�_�` j
a`0* R-"C ' CERT.OFAUTH.N28TD0 SERIES 770ALUM.SGD-LMIMPAC7 '''S�0NALIENG�.
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Ix�s�rlro. ® Soil ams: — nsmv�e. -.. A.LYNN MILLER RE,
JR 10110/14 euwmrranxum soo-n0 NTS 16 •22 PGT0130 C P.E.850705
i
PANEL'S RIGHT STILE TYPE
PANEL SINGLE SINGLEFIXED LOCKSTILE ABTRAOAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXTCORNER INTCORNER
BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 90EtECEIVER 135 RECEIVER 35 RECEIVER
INTERLOCK INTERLOCK STILE W/CASTILE BOX OUT BOX IN
TYPES OUT IN W/HANDLE W/HANDLE W/HANDLE W/HANOLE WIRANDLE Wl HANDLE W1 HANDLE W1 HANDLE
1�h RN #118 �[1if118 #31 #31
#12 #119 #81 #118 p81� #61 #81
I� K � F pp K TR TQ TC TA . TV TW
INST IENR�O�CIC g E p AC C IC SQ SC SA SV SW
IN tearglr "
FIX ED �- RR R S �S � FD �FC FV FW
STILL( ASTRnca PANEL NOTES:
Q LR
W HAN LE 1.SEE DP TABLES 1-3,SHEETS 6-8,FOR PANEL
Ir— ASTRAGALA I SIZES&DESIGN PRESSURE.
BOXIN /V LEFT 'Q'INTERIOR .RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF
J W/HANDLE (BOX" PANEL f'I p�TERIOR PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS
P: ASTRAGAL T U STILE V STILE AND ARE NOT AVAILABLE.
� .Box OUT t�or�11 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES
T PANEL SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR
CORNER RECEIVER(#118)AND EITHER
LL AsrRAGaI APPLICABLE STILE/ASTRAGAL REQUIREMENTS. EXTERIOR(#119)OR INTERIOR(#120)CORNER
ASTRAGALS.
J 5-ASTRAGAtSIDUS"EAVriI)Urt STiLES—
INT CORNER RT (#61)AND CORNER ADDON(#31).
90 LOCKe E Cl(�
.J WI HANDLE#120 ►)r- .232"
w SILL RISERS OPTIONS .232•
z EXTWIL CORNER Q T Q�f
90 LOO CORNER
J 232° EXTERIOR
Q Y11lHANDLE#1t ExTEwoR 862 PRODUCTREVISED
a,_ #0 23Y :ma
,062° V"' Buildin PLCing with tho Florida
EXT CORNER EXTERIOR a 4.066° D oda
90 RECEIVER CT CS �� .082' 3.306° NOA-No. '17-0420.12
W/HANDLE #118 C 2.555'
INT CORNER#51 A T A V DF 1.56T Expiration Dale 02I'17/2020
80 RECEIVER .OBY By
W/HANDLE 41 PIX Mlarrd=Product Control
ExrcoRNER 18 18,SILL RISER FLAT' 20 SILL RISER,FLAT OSILL RISER.FLAT 24 SILL RISER,FLAT
90 RECEIVER •-+/u CF FLUSH.1-1/2° GLOW.2-1/2° MEDIUM,3-114" HIGH,4°
8 r—.760'
EXT CORNER �� VS 1,F I 7�• EXTERIOR
35 RECEIVER J >)/
W/HANDLE #g7�" EJRERIOR 0�•
EXTERIOR EXTERIOR I
INT CORNER WT WS WF a--.1 .906" .062° 4.056•.
35 WI
RECEIVER I '062• 5° .
Wl HANDLE #81 .092" 2.655°
1.5er
:���.•'• %CENSE
19•SILL�U RI 1-112"
E RBO 21 SILL BOX 23 SILL RISER,BOX 26 H GHSILL RF ER.BOX *, NO.58705 *� _
= Dv`
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 6-8 '• g I .'0rz
1070 TECNNOLOGYDRNE �"� �O�(�`s'••COR DP,••'��OF ���
N VEWCE; .soda PANEL TYPES
/911)4so1ss9 ,.k NAL
ra�aOF a� CERT.OFAU1N.029299 SERIES 770 ALUM.SGD-LM IMPACT
JR ON06H7 C NO CHANDES THIS SNEEr coP�xwrr�mo a,eve°+a.� aa° a,.e nn+calx wr. A.LYNN MILLER,P.E.
SJR f0/1LV14 �� �9AY959KSmnD= ® sGD•no NTS 17 d 22 PGT0190 C P.E,#587os
ASSEMBLY DETAILS
(SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS) ODO106 FULL PANEL JAMB LENGTH
R 81 105
FULL LENGTH is i28 io7-11 17
14 106 OF JAMB 5 60 OR 61
G3
60 OR 81 Gi 60 OR 61 2-TRACK JAMB 18 5
2-TRACK JAMB (SHOWN 6 SEE DETAIL G1
6"LONG CLIP#105 WITH FOR FIXED
113 105 @ W/RETAINER#106 OPANEL)E 80 PANEL CLIP 75 10.1
MIDSPAN (SHOWN WITH
FIXED PANEL TO 113 i5 8107; 103 S FOR EE EFDCED AIL 2 fi 60 OR 81
5 THE INTERIOR) EXTERIOR 103
fvl EXTEwOR PANEL CLIP 103
14 15 6
® 0 ® 18 17
t123ULL LENGTH 40 s0 OR 61
#10X3/4° FJAMB 2-TRACK JAMB 2-TRACK JAMB UEXTERIOR .JL�EXTERIOR I-L EXTERIORSMS,X 3CLIP#80 OR#105 51 52 W/SCREENVVv6"LONGW/RETAINER#123 3-TRACK JAMB 3-TRACKJAMB 4-TRACK JAMB 4TRACK JAMB
@ (SHOWN WITH Ii1 (SHOWN WITH (SHOWNWITH (SHOWNWITH . I2 (SHOWNWITH
MIDSPANFIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
60 OR 81 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR)
,0,EXTERIOR EXTERIOR
vv 121 SEE DETAIL ON SHEET 16 121 SEE DETAIL ON SHEET 15 121 SEE DETAIL ON SHEET 15
2
1123 4
45 5 113 6 113 5
62 51 89 EXTERIOR EXTERIOR 69
EXTERIOR � a a
GPRODUCT REVISED
w It as complying with the Flodde
SHOWN WITH 2-TRACK W/SCREEN 3 TRACK4-TRACK MAX.UNIT Building code
OPT.SCREEN FRAME HEAD FRAME HEAD C FRAME HEAD HEIGHT PER NOA-No. 17-0420.12
TRACK TABLES 1-3 ErpiraHon Date 02/17/2020
By
rm IMI am a e uct Control
53 71189 69 69
EXTERIOR
62 51 72 OR 73 /L� 72 0R 73 <:172 OR 73
46 11 �'
113 11 9 11 10
4B 47 0 8
EXTERIOR 112 6 113 113
. 5 6 ��``��!•'�iGEN ' '�//'moi
FRAME SIL/LSCREEN eFRAME SILL FRAME SILL \*;' NO.58706
.ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES
1.3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE.
1070 TECHNOLOGYORIVE ••.;�,<OR{DP.•••'����
N VEN1cE,FL Saz75 VERTICAL SECTION DETAILS
Isar/400•ts00 .��S+/ •..... G``�
-117 1
cERr.OFwrN rssass SERIES 770 ALUM.SGD-WINDOW-LMI
m.mef 4R16N7 C NO CHANGES THIS SHEET. cav�xe .mff ® srw�rms amr: awe ar kauo — A.LYNN MILLER.P.E.
OD-770 NT$ 18 +22 PGITJ129 C P.E.R 68706
JR 02/20/14 w.amxrsa6sanrn
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) INTERIOR
61 113 f 19
28 28 7
30 113
27 63 63
20 27 103
60 OR 61 60 OR 61 62 111 63 ao OR III
.. 26 65
29 120
as 65 6
EXTERIOR*ill EXTERIOR*ill
90*
62 62 EXTERIOR INTERIOR EXTERIOR EXTERIOR
j EXT.P-HOOK FOR FLAT SILLS j6E�,P-HOOK FOR BOX SILLS
OR INT,MOUNT) 90*
EXT.MOUNT ONLY 2r
LOCK PART Fp IC—;K PART 60 OR 61
7S 6107-11 L95&107. 75 107-11 .. V-
INTERLOCK
14
60 113 60 113 61 118 5
60 60
EXTERIOR ITEM#61(HEAVY-DUTY
1�1 113 103 119 G—FUOR STILE)SHOWN,ITEM#60
67 68 (STANDARD STILE)ALSO
--(D-STANDARD ASTRAGAL#67 HEAVY-DUTY ASTRAGAL#68 da90-OUTSIDE CORNER 90°INSIDE CORNER APPLICABLE,SEE TABLES
ITH-STANDARD-STILF-1. 1-3,$HEETS 6-8 FOR DID
-W2-TRACK SHOWN %2-TRACK SHOWN ASSOCIATED WITH
EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN STILES.
(BOX-OUT)MAY ALSO BE INSTALLED (BOX-OUT)MAY ALSO BE INSTALLED
TOWARDS INTERIOR(BOX-IN) JOWARDS INTERIOR(BOX-IN)
INTERIOR PRODUCT REVISED
as complying with the Florida
31 fluildIng Co
e
4 INTERIOR 76910-11 NOA-N.. 17-0420.12
Wj
6 INTERIOR expiration Da!o 7/2020
135* By
Mia =roduct central
1 14 661 32 135-
103
61
32 EXTERIOR 61 Nji,11111111"
11 5 IVA-"t,
L c"
I NO 14 135'INSIDE CORNER
o 2-TRACK SHOWN
135*OUTSIDE CORNER _ No.68705
2-TRACK SHOWN
1070TW7INOLOGYOPJVE a-*-
ST, 0
N.VENICE,AL 54275 HORIZONTAL SECTION DETAILS,CORNERS
At
(041peo-two 'ONAL
JR o`�°amsltr "°c xoctwntGESTNrssxSEr. C&?r.0FAV7Aff22W SERIES 770 ALUM.SGD-LIM IMPACT
o.47 - 6 A.LYNN MILLER,P.E.
I
SJR M010114 1-1
,pry-%m "WIZ.1111 17TS T119,�-22 'PGTO130
AUA��VW pX.0 58706
PGT "
item PGT# Description Item PGT PGT# Description NOTES:
Dw .# Dwg.# 1)ALL ALUMINUM=6063-T6
1 17308 617306 2-TRACK HEAD 00 17325 817325 PANEL STILE
2 17303 817303 2-TRACK HEAD WITH SCREEN RAL 01 17328 $1732$ PANEL STILE(HEAVY DUTY) 2)ITEMS#33-39,56-59,66,78,84-99,
3 17309 'S17309 XTRACK HEAD 62 17327 61732E NTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE
4 17312- 617312 4.71RACK HEAD 03 1225 6TP248 VINYL BULB %,-THIN(INSWE INTERLOCK) NOT PART OF THIS APPROVAL.
5 47314 017314 FRAME SCREW COVER 64 1729 71729 SIL END WEATHERSTRIP PAD
21731T •817317 FRAME HEADIJAMB ADD-ON BS 17328 817328 KIERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRES
7 17304 817304 2-TRACK SILL 07 17329 817329 ASTRAGAL MIN.#10 SMS OR 3116"MASONRY
8 17301 017301 2-7RACK SILL WRH SCREEN RAIL Be 173311 017339 HEAVY DUTY ASTRAGAL ANCHORS(3 24"MAX.O.C.
9 17307 517307 3-7RACK SILL 69 17324 $17324 ITor,a BOTTOM RAIL
10 17316 6117310 4-TRACK 561 70 17350 417350 YVcATHU—MI'EXTEiSpN(INJECTION MOLDED)
11 17313 817313 FRAME SILL TRACK INSERT 71 1895 71895 1-1/2"X1-X374°HIGH FIN SEAL DUST PLUGS
12 17315 617315 FRAME SIL SCREEN ADDON(SEE NOTE 3) 72 8153 78i53X TANDEM ST.67L ROLLER ASSY- -
13 17310 617318 FRAME SILL SCREEN END ADD-ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY.
14 17305 817305 2-TRACK JAMB 74 SILICONE DOW-899,DOW495 OR GE-7700
15 17302 617302 2-11RACK JAMS WITH SCREEN RAIL 75 8185 78186X GEMINI MORTICE 3-PLY DUAL LOCK WAANG TRIM PLATE
i8 17308 617308 TifRcjc 76 71032XIFPFX 91032X4"FL SS SCREW WITYPE"F"TIP
17 17311 . 817311 4-TTRACK JAMB 77 7103239 1032 STEEL LNC Ud4UT
16 17322 617371 SILL RISER-FLAT,FLUSH,1-1/2' 79 17357 817357 1'IG BEAD
f9 17319 817319 SILL RISER-BSM FLUSH,1=l2" 80 17359 817359 7/16"BEADI FDED PANEL CLP I
20 17321 617321 SILL RISER-FLAT,LOW,2-112' 81' 17380 517380 9/16'BEAD
21 17318 817315 SILL RISER-BOX,LOW,2-1/2" 82 1224 UYP247K VKYLBULB WEATHERSTRIP
22 17355 617355 SILL RISER-FIAT,MEDIUM,3-1/4- 83 61745 1745 LOWE INC,V7 X1116•SGL SIDE ADH.TAPE,POLVEiH, I
23 17354 817354 SILL RISER-BOX MEDIUM,3-1W 100 8052 48052 ROLLER AOI.HOLE PLUG
24 12323 017323 SILL RISER-FLAT,HIGH,4• 101 72067 JAMOBUMPFR
25 17320 617320 SRL RISER-BOX HIGH,4' 102 1690 71690 DUST PLUG
2S 17333 817333 POCKETP4100K 103 8186 78186X 1"KEEPER '
27 7070 ---870 K SCREF.3•f-LOCKK£EF£
28 17334 817334 POCIa_T'P-HOOK MOUNT 10.5 17344 $17344 FDEOPANELCLIP-e"LONG
29 17335 617335 P•HDOK COVER 106 17352 817352 F7f7;D PANELIRETANER-9x18°
30 17348 617348 POCKET P-HOOK FOR BOX RISER 107 1739 71739 HANDLE KIf-INTERIOR RAISED WITH THUMB TURN
31 f7378 817378 f3—CORNER 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE
32 17376 017378 135 FI)ED MOUNT 109 1731 78102SN HANDLE KW-RECESSED INTERIOR WITH THUMB TURN PRODUCT REVISED
ITEMS 40.53 ARE SCREEN PARTS: 110 1732 78178 RANDLE KW-RECESSED EOERIOR PULL as eomplyinBB with the Florida
40 4318 812258 SCREEN 6ID£RAO.-LOCKS7llE 111 'I0X14PP 910X314"PH:PH.-PN.7EK-S.S. Banding Cotlo
41 7LOCKWGSK SCREEN"LOCKSET 112 1235 67Si6 WSTP,-2/0X.170-FIN SIAL NOA-No. 17-0420.12
42 41818 SCREEN KEEPER SPACER SET 113 1712 64088 .187"X-930'FNSEAL Explratlon vat-0211712020
43 8152 68152 SCREEN INTERLOCK ADAPTER 114 710X7f5PPX 910X1-1/2"
44 4428 64428 SCREEN DOUBLE INTERLOCK 116 710 PPT #10 X 1" Myiamf-B se on
45 4317 812258 SCREEN TOP RAIL 118 720X1X ki4•wOX 1"S.S.
48 4318 612257 SCREEN 507TOM RAIL 117 720X11211
91426X 1-0t2°S.S. '
47 668 . 76RAZ STANDARD ROLLER 118 17338 01733$ 90 DEGREE CORNER RECEIVER
48 608 7SRAX STANDARD ROLLER-ST.STL 119 17337 817337 90 DEGREE OUTSIDE CORNER ASTRAGAL i
49 4344 84344 SCREEN ASTRAGAL 120 17338 8117338 90 DEGREE INSIDE CORNER ASTRAGAL
50 17349 817349 OXO SCREEN ASTRAGAL ADAPTER 123 17352 8{7352 FOLD PANEL RETAINER,718"
51 1892 01692 SCREEN SPLINE-.165"
52 i694 81694 SCREEN SPLINE-.180' Atitti4l Irl tt7/�
53 81810C20 SCREEN CLOTH
54 1725 1/2"X4"X1/16"SET,BLOCK,NEOPRENE 85�/3 � ��':.........
• t„iCENgF%��
65 1728 1-X4'X 1118"SET.BLOCK,NEOPRENE 85+h5 Q'; ;<C -�
N0.58705
1070 TEChNM0GYDRV6 ower T F 1!!
N.VENICE R 91275 �,r(� •'•F(ORIDP,.•'•
(s4114aa19DD PARTS UST S�, Cys
OM05H7 "°mac NO CHANGES 7HIS SHEET. CERT:OFAM t2WW SERIES 770 ALUM.SGD-LM IMPACT +/CONAL I"I"
rrrluntl
JR i0Y1W14 law o.mop—nWo� Ra � °` A.LYNN MILLER,P.E.
ettl�drrsarx i,= SGD•7�o NTS 20 a 22 POTOi90 C P.E.#58705
5.069° 8.662" 1.36"
0.060° � 1.36"
1.872°
1.211" 1.505"
0.081" 0.062" 1.019"
0.081" 0.081"
102-TRACK HEAD 'SA-TRACK SILL SCREE
(6063-T6 AL) (6063-TB AL) 4g STILE
6.198" (6063-T6 AL)
6.198" � 8.528° 6.069" •
0.080° -f �- 1.045"
1.211" 1.505"
1.993" N 0.062"
0.081" O2 2-TRACK HEAD W/SCREEN TRACK O3-TRACK SILL
SCREEN
(6063-T6 AL) (6063 T6 AL) f a 2-TRACK JAMB 45
0 T(6063-T6 AL) O 63-T6
2-TRACK JAMB W! � (60063-T6 AL)
7.105' 6.221" 15 SCREEN TRACK
0.080" (6063-T6 AL) +{
1.211" 1.505" 1.36"
I � �0.875"
-►{ 1.36"
1.993"
0.081° O 0.062°3 3-TRACK HEAD OB 2-TRACK SILL W!SCREEN TRACK 0 081° L
(6063-T6 AL) (6063-T6 AL) SCREEN
BOTTOM RAIL
9.142" 4.49'
T6 AL)
4.49' 0.081" .
0.080"
PRODUCT REVISED
rTT1.505° 7.105" as comp)ying with tha Florida
1.211" JwLl
Bulidlog Codo
NOA-No. 17-0420.12
0.081" O4 4-TRACK HEAD O7 2-TRACK SILL 9.141° t.xplrotlon Doto02/77/2020
(60 63-T6 AL 6063-T6 AL 6y
) ( ) Mlam Da Product Con ro
L '0.060"
0.062"
0.532° 0.760°
1.260"
0.660" 1.516" 1.990" ���tllllllllll
OFRAME HEADMAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN
g 12 13 ` •...........��� i
ADD-ON O ADD-ON END ADD-0N 1g 3 TRACK JAMB tea,. tJCET/S !
(6063-T6 AL) (6063-TB AL) (6063 T6 AL) (6063-TB AL) 113
REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS _* No.58705
OR 3/16"MASONRY OR 3/16"MASONRY 84-TRACK JAMB -
- '
SEE SHEET 17 FOR SILL RISERS. ANCHORS Q 24°MAX.O.C. ANCHORS @ 24'MAX.O.C. (6063-T6 AL) %x1 '. �
p . STA E o
1070TECMOLOGYDPJVE °•"�°"° �i SCC ••.;c<ORIOP,,•'�
N.VENICE,R 94775 EXTRUSIONS
(941)400-1800 am � �''�Szoly, SN4� `•
er.j-.6.7 w CERT.OFAUM.Az9z9s SERIES 770 ALUM SGD-LM IMPACT 1101 i 1 1 101`
JR C NO CHANGES THIS SHEET. tomo .Wll •' - sma a1"�M' p""
mm: Poroma+¢ A.LYNN MILLER,Pa
J1 10/101141-1-
,,,,.Rc„B a soo-770
NTS
21 a 22 PG7D130 C p.E.as9Toa
i
0.718" 0.83"
3.802" 2.30A" 0.752" #Q.
502"
0.752°
0.574" 1.1 0.885"
0.062' 0.796"
0.080" 0.062" 0.062" - --
0.075" 0:233"
6�FRAME SILL P-HOOK MOUNTING P-HOOK SCREW
-=WF-COVER ti SCK 28 P-HOOK QADAPTOR 29 COVER OA$0FOR BOX RISER
(8063-T8 AL) (8063-1 6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T8 AL) (6063-T6 AL)
4"
.155°
2.30^ 1.488^ •
0,080" 1.739"-►{
0.830" 0.062° 1.600 0.133° p,06� -may 1.303°
--i 1.600
i 060" 1.87p" iI 1.688"
018° 1.974" r M--3.125° 0.325"
2.44" 3.125' � 0.082"
IN INTERLOCK
at 135°CORNER az 135°FIXED MOUNT eo STANDARD STILE et HEAVY DUTY STILE -- s8
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER
(6063-T6 AL) (6063-T6 AL)
3.979" 3,979"
(+- 4.125°
1! 1.060" 1.050° 1,060"
+kq0.075"
0,07b" ....0.062... -... 1.304"
1.845" 1 j
289" .611° .4Nn I - 85"
.OAS"
uff0.125'"' 0.281" 3'25' 5"
GLAZING 7/16"GLAZING 9H 5"GLAZING
STANDARD ASTRAGAL PRODUCT REVISED
87 88 HEAVY DUTY ASTRAGAL s8 TOP/BOTTOM RAIL 78 88 et
(6083-T6 AL) (6063-T6 AL) (6063-76 AL) BEAD I.G. BEAD,FIXED BEAD
(6063-T6 AL) PANEL CLIP (6063-T6 AL ea complyIng with the Florida
(6063-T6 AL) ) NOA-Ho Coda 17-0420.12
1.003" Expiration Date 02/17/2020
1.03"
4" 8Y
5.621" Nitam a roduct Control
0,757° 0.480°
0.050" r
tG8 FIXED 0.709° 2.893' 1.49 .498" 0.133•
PANEL CLIP �1 0.133`
(6083 T6 AL) l 0.5t33 i►-
-..( 0.080"
.550'
FD(ED PANEL 5.621' 4'
0.709" t23
RETAINER.7118 t20 90"INSIDE CORNER ASTRAGAL ��� LyN
0,050"-•! (8483 78 AL) 2,826" !!s 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) w�`��f..........
FIXED PANEL 118 90'CORNER RECEIVER f8063-T6 AL) Q .''
!�RETAINER.9116' (6083-T6ALj _ No.65705
(6063-T6 AL)
1070 IMMOLOGY'DW9 �°�" ���'• S r 0 I •',(("w'
m VEMM r-L- ,EXTRUSIONS
(941)48LN, 0 Tro°: r��s'•.FLORtOP.••��,���
JR 04/OSN7 RSC NO CHANGES THIS SHEET. WRr.OFAUT.fi70108 SERIES 770 ALUM SOD-LM IMPACT ��A Jrd,4u uek,
mu°t{:a 0 Ou C OeRe GQMN H.0 ® B°Ymba+e sau° ssx --
a
u -
JR 10/10/14 ALLNGW�AR S6O.77o NTS 22 a 22 PC,70130 c P.E.#58705
1
MlAMPDAQE MUM-DADE COUNTY
Seigle PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONONH RESOURCES(RER) 11805 SW 26 Street,Room 208
11
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (N& www.miamidadg.Loy/econom
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicabl, rules and regulations governing the use of construction
materials. The documentation submitted has be. n reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami D de County and other areas where allowed by the Authority
Having Jurisdiction(Al-U).
This NOA shall'not be valid after the expiration to stated below.The Miami-Dade County Product Control
Section(In Miami-Dade County)and/or the AH (in arm other than Miami-Dade County)reserve the right
to have this product or material tested for qua,I'y assurance purposes. If this product or material fails to
perform in the accepted manner, the manufactu er will incur the expense of such testing and the AHJ may
d the
use
c
immediately revoke, modify, or suspend the u�se of such product or material within their jurisdiction. RER
t
uc4
e, If i —Dade County Product Control
reserves the right to revoke this acceptance if it is determined by Miami
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, d has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zofe.
DESCRIPTION: Series"PGT"Clipped Ext ded Aluminum Tube Mullion--L.M.I.
APPROVAL.DOCUMENT: Drawing No. 63 Ul;� titled"Impact—Resistant Aluminum Tube Mullions",
sheets I through 25 of 25, prepared by manufacturer, dated 08/29/11, with revision C
dated 06/19/17, signed and-sealed by Anthony Miller, P.E., bearing the Miami-Dade County Product
�
,M�
Control Revision stamp with the Notice of Ace number and expiration date by the Miami-Dade
County Product Control Section.
LABELING: Each unit shall bear a permane t label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered fter a renewal application has been filed and there has been
no change in the applicable building code ne ati ely affecting the performance of this product.
TERAUNATION of this NOA will occur afte the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product,for sales, advertising or any of er purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall b cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number p eceded by the words Miami-Dade County, Florida, and
followed by the expiration date may be displa ed in advertising literature. If any portion of the NOA is
displayed,'then it shall be done in its entirety.
NSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for m' specti at the job site at the request of the Building Official.
msp c
This NOA revises NOA#16-0218.013 and"consi is of this page I and evidence pages E-I and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by orge M.Plasencia,P.E.
EMIAMWADE COUNTY NOA No.17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
Page 1
PGT Industries Inc.
NOTICE OF ACCEPTAN - EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings an i sections.
(Submitted under NOA No. 10LO819.05)
2. Drawing No. 6300JR, titled "Impact-Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by
manufacturer, signed and seale by Anthony Lynn Miller,P.E.
B. TESTS
1. Test reports on: 1)Air Infiltra on Test,per FBC,TAS 202-94
2)Uniform S tic Air Pressure Test,Loading per FBC,TAS 202-94
3)Water Resi , ce Test per FBC,TAS 202-94
4)Large Miss' e Impact Test per FBC,TAS 201-94
5)Cyclic Win, Pressure Loading-per FBC,TAS 203-94
6)Forced En Test,per FBC 2411.3.2.1,and TAS 202-94
along with marked-up draw s d installation diagram of clipped aluminum
mullions, prepared by Fenes ation Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, signed
and sealed by Marlin D. Brins n,P.E.
(Submitted under NOA No. 1�-0819.05)
C. CALCULATIONS
1. Anchor verification calculati,ns and structural analysis, complying with FBC 51h
Edition (2014) and with FB 1 01 Edition (2017), prepared by manufacturer, dated
08/29/17,signed and sealed blAnthony Lynn Miller,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of R. gulatory and Economic Resources(RER).
E. MATERIAL CERTIFICATIONS
1. None.
Jorge M.Plasencia,P.E.
Prod/uc/t Control Unit Supervisor
NOA No.17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED '
F. STATEMENTS
1. Statement letter of conform aj cc to FBC-5' Edition (2014) and FBC-601 Edition
(20147, dated 06/22/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2-' Statement letter of no fmmc al interest, dated 06/22/17, issued by manufacturer,
signed and sealed by Anthony ynn Miller,P.E.
G. OTHERS
1. Notice of Acceptance No. 16- 218.03, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded uminum Tube Mullion L.M.I., approved on
04/14/16 and expiring on 05/2 21.
Jorge M Plasencia,P.E.
P
y/duct Control Unit Supervisor
NOA No.17-0630.01
Expiration Date: May 26,2021
Approval Date: November 09,2017
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL NOTES:
NON-IMPACT OR LARGE AND SMALL 1)DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FORTHE
MISSILE IMPACT-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICAL APPLICATIONS ARE SHOWN,EACH SITUATION 15 UNIQUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD.OPTIONAL IX OR 2X WOOD BUCKS IF USED, GENERAL NOTES...___....11 4
NSTRUCTlONS__..______I
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARETO BE DESIGNED SMOTHERS. ELEVATIONS..............._..._.._._._..1 11-4
FIGURE is E OF THE MULLED UNITS.MULLIONS MULL TO 2XWOOD..-2
2)THE TYPE AND NUMBER 0 F ANCHORS IS CRITICAL To THE STRUCTURAL PERFORMANIC MULL TO IX&MASONRY---2
MULTIPLE —OPENING WIDTH FOR VERTICAL MULL ARCHES TO 13E HAVE BEEN TESTED AS`FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CUPS,BUT SHALL INSTALLATION NOTES
MULLIONSA-DINSCRIBEOINSCE
CE DETAILS RECTANGULAR NOT HAVE A GAP OF MORE THAN IW FROM THE CLIP. MULL TO MASONRY__.........___3 U)
MULJ.TOSTEELM`UD _3 C4
WU 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED MULL TO 3 --I()
DESIGN PRESSURE.MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN 1/180. El tu
IN THIS ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR WAS USED FOR AL CREW SAY MULL INSTALLATION......_._... Z.
THE EV UATIOH OF WOOD SCREWS. I X 2 X A25 MULL SPECS__--_.6
X 2 X.376 MULL SPECS......-6 U)
IS BEYOND THE SCOPE OF THESE I _j
4)PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND I.ZT6 X.37S MULL SPECS.___7 Co
INSTRUCTIONS. I XZT6 X.66 MULL SPECS---a
1 X 3.125 X-500 MULL SPECS-..-g ra z
I X 4X.126 MULL SPECS._10 0 a
SEE DETAILS 6)USE THE COMBINED WIDTH OR HEIGHT OF I X4X.375 TUBE MULLSPECS 11
ATHRU ei ONLY TWO ADJACENT FFNEETRATION PRODUCTS TO DETERMINE PRESSURES AND U)
IV, SEEDETAILS ANCHORAGE FOR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET AND SHEEr 24.FOR MULIIPLF L)Nrrs�CONSIDER I X 4 X.376"r MULL SPECS——I
SHEETS 24 i `ATHRUG; ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES.THE LOWEST DESIGN 11 o
L2sx3.188Xl66MUULSPECS_2 z
If PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALLAPPLY. 12SX32SX.100 MULL SPECS 13 _j
I__/ SHEETS I
CpEktr. 126 X 315X.824 MULL SPECS__14 Z UJI ..0
HEIGHT LES,ALWAYS ROUND UP TO THE NEXT SIZZE SHOWN ON THE TABLE(Sl 125 X 3.94 X.624 MULL SPECS.-16 1 1
VERT. 6)WHEN FINDING YOUR SIZE IN THE MULLION TAB 2 X 4 X.25 MULL SPECS-_16 m o a
MULL 1, FOR 5 z lz
LENGTH OR OMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.WOOD BUCKS BY OTHERS,MUST 2X 0 X.25 MULL,SPECS-----17 f5 ;� <
U. 7)ANCHOR EMBE 126 X Zll X,126 MULL SPECS-18 m
SEE DETAILS, TO THE STRUCTURE.ANCHORS SHALL BE COATED OR CORROSION RESISTANT 3 In
BE ANCHORED PROPERLY TO TRANSFER LOADS an'X 325 BAY MULL SPECS—-19
SHEET 3 AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT 45'X 325 SAY MULL SPECS—Z)
REACTIONS. MULLION&CLIP DIMENSIONS—.21.23 F
z z
EXAMPLE 1&Z.............-._._..„.24 Z
LOADING=LES_..__--_25 _j
FENESTRAnON 8)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACONIAGGRE-GATOR NONS U)
PRODUCTS MAY LU
'13EQFANY TYPE. 9)MULLIONS AND CLIPS HAVE BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING 0: 111
TO BE USED WITH 0 Z co to
USTBE—--------COD"NDAREAPPRON R IMPACT AND NON-IMPACT APPLICATIONS.MULLIONS ARE ONLY ul Z'
L%NUFACTVREn _C
'.NP PRODUCTS
,IS LA
R UCTS 'RG 0
I- i JIi'74 BY PrT. PGT-APPROVED FENESTRATION PROD
4 - goo
------ 10,MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ 51 1,,A-
0
SEE DETAILS 11)QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING
HORIZONTAL A-D.0,H;
MULL SHEETS 24 WIDTHIHE IGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. PRODUCT REVISED
Build
HORIZONTAL LENGTH as Golm n with the Mrida
fti�
ng MULL NONon-No. 17-0630.01
LENGTH INSTRUCTIONS:'
1)DETERMINE THE DESIGN PRESSURE REQUIREMENT(LBS FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Bat 05/26/2021
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: PRODUCTS FRAME DEPTH. By 7=
2)CHOOSEA MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUL Miami.7"o Product Control
MULL PENNG WID MULL LENGTH
--i-LENaTH-t- 3)REFERTO SHEET 25 TO DETERMINE IF THE WIND LOADING IS"RECTANGULAR OR`TRIANGULARITRAPEZOIDAJ.'.
4)FIND THE CHOSEN MULLIONS CAPACITY(LEISIFM FROM TABLES IA THROUGH 16A,ON SHEETS 6 THROUGH 20 RESPECTIVELY,USING
L OPENING MULLION
HEIGHT -LENGTH AND OPENING WIDTH UK Hi=ium(DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY).THE
FOR "I LBS/FT-)OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT(LBSIFT-)FOR THE OPENING OBTAINED IN
THE MULLION TYPE
tLB
OPENING MULL HORM VERT. MULLION CAPACrrYL
GHT LENGTH MULL STEP 1).
5)FROM THE SAME TABLE USED IN STEP 4)ABOVE,FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED(LES).THIS VALUE
L L L REPRESENTSTHE VViNDLOADTRANSFEFZREOTO THE SUBSTRATE BY THEANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY_
OPENING \1- 11
SINGLE MULLION SINGLE MULLION R VERTICAL MUL 6)FROM THE ANCHOR CAPACITY(LBS)TABLE ON THE SAME SHEET AND USING YOUR ACTUAL SUBSTRATE CONDITION
L PATTERN SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIR R
N 3 WIDTH ANCHOR/SUBSTRATEIANCHOR-CUP PAT EDANcHO
OPENING Z
FORVrRlI CAPACITY IS MET. I
SEE CORRESPONDING DETAILS MULTIPLE MULLIONS 7)IF THE MULLION CAPACITY(LBEdM OBTAINED IN THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUqIEREMENTLBS1 �FOR THE z No.58705
Tkr
FROM FIGURE I ABOVE. OPENING,YOU MAYUSETHE-ANCHOR CAPACITY ADJUSTMENT FORMULA”To OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS
0,
CODES/STANDARDS USED: TION VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE
*2017 FLORIDA BUILDING CODE(F ),8TH EM 8)VERIFY THE DESIGN PRESSURE RATING(LBSM FOR THE FENESTRATION PRODUCT To BE USED AND COmpAREWrrH THE FINAL MULLION L-. ATE 0
*2014 FLORIDA BUILDING CODE(FED),STH EDITION N
ANSIIAF&PA NDS-2016 FOR WOOD CONSTRUCTION CAPACITY I OBTAINED FOR THE MULLION SYSTEM,THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED E FENESTRATION
ALUMINUM DESIGN MANUAL,ADM-2015 AR-0—DUCT ASSEMBLY.
*AISI SIOO-12 A. N m Fe�.E.
0AISC360-10 9)HIGHLIGHT OPTION USED AND TABLE VALUES USED INA SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERMIT. FL REM 58705
DETAIL A: DETAIL B: MULUON 0
MULLION TO 2X WOOD BUCK "NL1 ON MULLION ATTACHED TO 1X BUDKsrRE TYP.ANCHOR
OR WOOD FRAMING WOOD BUCK AND MASONRY AND PER SUBSTRATE g� 8
(OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) oTx SEE SEE TABLES 1&138
- bEE NOTE 1, N
!tI
i I SEE SHEETSb I MIN 2.7 RSI
ERHER THE i I I21-FOR RO e d i COL�REfE QR CMU'�''I�•"• I OISTAIVCE, ,�
OFFSET'N LL a t �EDGE o t EDC n DISTANCE M--�1B-13B TABLES IL
CttP MAY BE I DISTANCE I ^ FORMASON4Y W Q
b° f•'
INSTALLED BY a I 1* r�FOR WOOD a I i I ANCHORS m a
THst�THoo. scREws. L e SIDE VIEW O to
260"MAX FOR n a4'
a ALL MULLIONS a, 4
EITHERTHE Z
e STANDARD OR M ?icj m 2S
a' /� a OFFSET MULL ?
tl o CLIP MAYBE of Q+ U
a a s < EXTERIOR e \ a D�TALLED BY Z
a a d: THIS METHCO.
EDGE ..4• W Q Z - tw
d bt3TANCE . s-
e FOR d a m 2 Q N D)
MASONRY FF
.a THE OFFSET CLSP lS ANCHORS c t7 r f- CO
RECQ.MMEMIED FOR N Ate'�d
EXTERIOR ea ea yANDOW BUi MAY C/3
ALSO BE USED FOR a a jr � x Y
DTHER FRPME TYPES. U Z <
TYP.ANCHOR
TYP.ANCHOR PER SUBSTRATE. PER SUBSTRATE, d ffiffiffi
PER SUBSTRATE, // SEE TABLES 1 B•iBB SEE TABLES IB-138
PRODUCT REVISED
SEE TABLES IB-168 / EOOEXNo
DISTANCE BUCitSTRW as complying With the Florida
SEETABU:S T AND CC
rJmEdMENT BUCKSM 1&ass ATTACHMENT NOa No. ado �7-0630.01 �
AND BmMEM Y' SEE NOTE 1, l!cpiration pato 05!2612021
ATTACt$dENT :� _ SLEET 1.
BY OTHERS. {' r
y SEE NOTE I, t ° "'"
y SHEET 1. ... '• •.'. ... miaml o reduet Control
By
LAN 2.7 KSI CONCRETE OR CMU
SIDE VIEW FRONT VIEW
FRONT VIEW
INSTALLATION NOTES:
1 j ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION ���� ON.•••••.LYNN� i f
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE �'�,.iCENSF''��( r,
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE '
FOLLOWING SHEETS.FOR DETAILS A-0,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. No.58705
3)ANCHOR HEAD TYPE MAY BE PANHEAD.HEXHEAD OR FLATHEAD. .� '/�^���--(L�"Z/t---•:��= +!(
A}WOOD SUCKS ARE OPTIONAL,SEE DETAIL-C,SHEET
5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MW -DARE COUNTY APPROVED �i�itft � ��P'••(��2*
ELCO ULTRACON OR ELCO 1W S.S.AGGREGATOR MASONRY ANCHORS. ///S10N"Zj,,, i
A.LY NIt MAILER,P.E.
FL P.E.#58705
I
I
DETAIL E:
R .125-MIN. MULLION TO MULLION
DETAIL C: INTERSECTION NOTES
MULLION DIRECTLY ATTACHED T4 MULLION (U-CLIP)
MASONRY STRUCTURE IN MAY IONS.._LEDBd'TEt'OR'CROSS" o
{STANDARD CLIP SHOWN) INa ,
VARIES 2 u
2)MAY BE INSTALLED HORIZONTALLY re
(SHOWN)OR VERTICALLY.
Tw.ANaIOR N i
Ernu RTHE t PER SUBSTRATE, 3)SEE U-CUP DRAWINGS,SHEETS 21-23 5 U
STANDARD SEE TABLES IS-13B 6 M F^
I FOR CORRESPONDING MULLION. z til
OFFSET MULL i TOP VIEW " Z
CUPMAYBE ! ! EDGE DISTANCE ULLJON w O m
INSTALLED BYMASCNR .
II '
THIS METHOD 1 t !' ANCHORSVARIE9�--{ 0: :3j
i 012 STEEL.SCREWS,
j leI SW1DRILJN0 OR PRE-DRILL `L
MULLION AND USE SMS Wrr So SO
O� r
EXTERIORdee. G 8 /` to
MUWIXJ CO
EDGEDISTANCE THE OFFSET CURIS c� ? Z U z
__ REcoMMENDEDFDR / ggEU 4
FOR ANCHORS FIN-FRAMED INTERSEOTION D'® 'YQ
WINDOWS,DUC MAY Z.
ALSO BE USED FOR
g DrnERFRAMETYPEs. EXTERIOR Z .- n k
'
EsTRQ z a oJJS ¢ CATE, d az -OETABLESie-153 SH -DFOR N
O
7TYP.ANCHOR SEE
EHOLE LOCAT10N9PERSUBSTRATE,
SUCKSTRP m
I
AND SEETABLESIB•138 FRONTVIEW EDGE W -�
DISTANCE W Q x
YM@IT f7 }
Z
SEE TABLES �.. h
EDGE
j_,._�aSTANCE $ �
• SIDE VIEW o 0.
SEE TABLES
MP72T FLSi CONCRETE OR tXit/ LAIN 2.T KSI CONCRETE OR CMU IB-13B �
FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED
MULLION ATTACHED TO as oomptying with the Florida
STEEL STUD Building Coode
(STANDARD CLIP SHOWN) NOA-No. 17.0630.01
STRUCTURE E�rplmfioo Date 05/26/2021
INSTALLATION NOTES:
By
1)ANCHOR EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL DRESSING OR STUCCO, TER.ANCHOR -A
A PER SUBSTRATE, Miam Product ntroI
` SEE TABLES I5-038
2)QUANTIFY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 0.
S
ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-23 FOR .
CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE
FOLLOWING SHEETS.FOR DETAILS A•D,EITHER THE STANDARD OR OFFSET CL Ie MAYBE USED. y, LOCATIONS
3)ANCHOR HEAD TYPE MAY BE PANHEAD,HIXHEAD OR FLATHEAD. .^\~` MULLION
4)WOOD BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. EDGE
(t�
5)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED DISTANCE .,��tt t t Y LY jT T T YYi
FLOO ULTRACO N OR ELCO 114"S.S.AS GREGATOR MASONRY ANCHORS. FOR STEEL STUDS THINNER IRAN sEETABLEs `tet 9C1,.. Nh,�
FRONT VIEW 0GAANDCOMPLwvrwITNTHEFLBUILDIM 1B-138
CCOE,A 2X WOODSACKBH MUST USED. '•�
ATTACHMENT BY OTHERS. No.587DS
EXTERIOR USE WOOD ANCHOR SPECS SIDE VIEW. `
NOTES: C
1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD 1-7-
=lug;
ANCHOR VALUES MAY BE USED. +�'n TA1E F 4✓�
r Cis••.�OR_IDP.••'C,
2 SEE CORRESPONDING MULLION TABLES, ��Y/LS/ '1;4 \��
SHEETS 5.20,FOR QUANTITY OF SCREWS. A.C.A,_��y�/t IR,�.E.
/FLP. , 58705
DETAIL G: DETAIL H:
DETAIL F: ® ' 8
FIELD-MODIFIED MULLION CLIP ANGLE MULLION CUP BAY MULLION INSTALLATION o
(F CLIP) (ANGLE CLIP) (ANGLE CLIP)
Q
p= V
SEE DETAILS AA 30.OR LL u
SHEETS 2 AND 3 FOR INSTALLATION BAY MULLLo
TO SPECIFIC SUBSTRATES. cq
TiU
LOON t
O O Z W
O
0
O LU
O O o O o O Tn
O O y
TOP VIEW o
SIDE VIEW '
sHowNwrx4 x.las. TOP VIEW j co)N W
WITH
' i Z m
I F-
MILLION i I I TYP.ANCHOR j m =
.EXTERIOR I I �PF IABLES16S, C3
I I SEETABLES 1600R IBB Z
1
I
b j TYP.ANCNOR ' i EXTERIOR y1- ¢Z f
STANDARDMULUONCLP 1 1 PERSUSSTRATF I I Q Z
MODIFIEDTO FR FIELD 9EETABLE91&740 I I F
CONDITIONS. I -I I YXIiANGIE CIDP, Z j
I I I 1 I 2 PFR MULLION
ON END.MUST BE Q L Z
I I I I INSTALLED INSIDE OF BAY MULL. h I— OHIO
ION I
fa I I
w
�'I I I ' x•X CX.12S H co to
ANGLE CLW, U Z Q
I 2 PER MU PTEA, —Zfn co i
I I MUSTBEIi•STALLED 0- m0
10
I I INSIDE OF MULL �__ gII
' Cb L v5 � w
I I
PRODUCT REVISED
�TYP.ANCHOR b as camp tyln with the Florlda
PER SUBSTRATE. Buil 0 Code '
SEE TABLES lava Noa-N . 17-0630.01 i
INTO WOOD,
STEEL,ALUM Explmtlon Date 5/26/2021
EXTERIOR OR MASONRY EXTERIOR ❑
INTO WOOD,STEEL, STANDARD CLW TO BE By
PLUM,CMU OR MASONRY MODIFIED INFIELD. Miaml-D I
�w Pm uc Con
ED�EDj,T3EXTERIOR C"O
OPPF E� F �7 i
® ® ALUM,CMU INTO OR MASO RV EDGE O
® ® DISTANCE Z
PER
ANCHOR vi 1111
EDGE @-
DISTANCE 4 NOTES FOR INSTALLATION OPTION G&H:
PERANCHOR O
P. t)USE 2 ANGLE CLIPS PER MULUON END.CLIPS MUST BE INSERTED INSIDE OF MULLION. z `� .•'• �10ENSF
no s
NOTES FOR INSTALLATION OPTIONS _ ND.58705
2)DETAIL G:SEE TABLES 1B-14B FOR ANCHOR QUANTITIES AND SHEETS 21.23 FOR HOLE � _*�• � '
1)DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26X2.11•X.127MULLION. LOCATIONS.
2)SEE TABLES 1&13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3)DETAIL H:SEE TABLES 158 OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE o+ G •�• .'(V�:
LOCATIONS. ® ��.�'., ATE
3)THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPUCATION. T;O ORIDP,.••G�C���
S ��'�SAL
• a A.L'4NIY1PAP P.E.
O FL P.E-#56705
TABLE 1A
MUIRM Cap=HY TOMS asM
Opening Widdl(for verficallyWarring mufflom)or Opening HelglItoorhmi2w9ally-9pern(rg minim)
so In sob 700 Bain to In 10004 Imb 14 In 16011
RUUPp4b, T.WMN& R-WlaUW VWMW* R-b.0-
L..I.O I T.PnftM ftdoftl RWM.4 ItpnMro Lft.I T.Valan I. mwffe�4 W.
I x 2x.125 .L-11V L--fim L-ft L-aft Lo-ft L.O*g Left L.-I-8 Ldg L"ft I Loading L-fta I LWAV L-ft R;e
Al.Tube A' r. -- R
g! fill! �j 11 Iff 11 1 z &I el �x I z-
&"on
DI
5
1 211 11 1. H H
421. 111.91 408 W1 93.2 IWO 115.6 M 79.0 408 107.8 321 69,91 40 1044 319 SM 405 104.0 319 155.9 1 408 104.0 319 46.6 408 104.0 MO 39.01 408 1104.0 3t9 1 36.0 408 104.0 319 -1
-J
Alain 74.2 312 53,8 2W M4 312 T34 252 515 312 67.0 248 4&0 312 IM2 20 4IX 312 613 244 37.51 312 61.0 244 31.2 312 81.0 244 28.9 3t2 61.0 244 2&4 V2 61.0 244 Z)
5ams in 633 ni lag 234 53.2 201 01.5 = 45.6 201 55.7 224 39.0 ni 5ZI 222 3&S 281 60, ILL
FL� LLI CD
64 M US 247 57.5 207 43.9 247 49.8 202 37.0 247 44.8 199 32.8 247 41.1 190 29.2 247 294 104 26.3 247 3&4 W 218 247 3&1 193 16.0 247 31L1 193 IOA 247 3a.1 103 a CD
M
60h 3&4 233 41.2 170 3Z0 200 36.4 165 27.4 200 31.6 163 24.0 200 28.0 160 21.3 200 27.1 159 19.2 203 219 157 16.0 200 25.0 168 0
Jp 63 In Ul 101 33.3 155 27.5 lal 30.3 1 152 23.7 ITI 269 1 149 20.7 181 245 140 10.4 181 225 144 16.6 fat 21.7. 143 Lj <
2 6841 2&B 165 30.6 142 24.0 ffiS 261 1 139 20.8 Jac 21I 38 la.0 165 21.0 IU F; z cn rL X
W w
139 19.9 Ila I&D 139 17.5 118
r
19.7 100 15.7 125 'a ft -i Uj-7qh 14.0 1 125 9
-zu-j 13-9 2&3 10 10.5 w :R
--Sn -ii-i I I,,I I-I I-
TABLE I6 z
ANCHOR CAPACITY ADJUSTMENT FORMULA.'
Anchor Capacity Tablo OW a LD
ftwlle�& 2.7k C-to 35t Cath. ".I-cmu Med CMU (DP-)x ANCHOR ANCHOR CAP
PT Wood ul MULLION
X ArctoTyp. 2110"EkoUm- um-. U16'Dr. I Or 311 E11*1 0118*B,. 912 Stod #12 Sfd LD
'"o SUW
8OW ir
ul" NIG,E1:0 tAr.. im-Fic urn'. IW SO M 5,8,t,35) 8�P5) a Cq
----Pmchor-Cflp Patterns-- I AW r-1 lft-� Aoa,�04tw USE THIS FORMULA TO OBTAIN THEANCHOR
Eu4p mw"io� I- 2AIr I jr mir 7 M487 x
-2j a54' &324- CAPACITY REQUIRED'CORRESPONDING TO AN
--fm -ZF- !2
a-- I-3A- W4P 1,V4' 7 I-Ve I I-IM' 1 1-114- 1.1/4' 144 1-11r 2- ---Tw-== m--ACMIALEBES-SURE REQUIREMENT FOR THE a
2AAOM @CWMb.0.Q=St�xdaQftdC0PQ1OL U 3201O 3909, 4508. 000 9* IW En 27019 2110 Lbz 354@. 740 Ibs 374109 664 He 9489, 341 a. -42-a. --Z-ft OPENING,WHEN IT IS LOWER-TFUKTHEMULLJON
la.C-P
HVIR THE TABLE)OF THE SELECTED
4Anchom@l.lS�LilmO.ClStfxW("CbeDCEpft2). 480 Ibs 700 a. N/P. WA NIA WA WA WA WA WA 6820. BOOM, It2 X� CAPACITY(FROM m
NIA 380 Ib. 0
780 lbr 780 Im 0800. 15M ft IONDA 540 IM N/A 700 IM 748 Hm 880 Im m2la 6821. 885 r. Imme MULLION.IT WILL YIELD A MINIMUM ANCHOR
10 29SAwl,CUP.I#Rm 3Y ---Tj a ft- CAPACITY WHICH MAY BE USED TO QUALIFY 0 1 flin
2 Aronnm®045'Min. u M.I�Alun.(mg.4� WA WA WA WA WA NAA WA NfA NIA WA WA WA NIA
I An.WJ F-Cip L09�� 7s,-- 473 Ms 170 ft 221 The 200 ft AD PRODUCT REVISED
W,M 99.3 M D. 1951. 225 Uo 370 a. 101 Ilm 3m Ibs t: ADDITIONAL ANCHOR OPTIONS FROM THE
2 Ano hm 1.IV W.O.CJ F-COP ft.OPI 240 aA 350 Ibs WA WA WA NIA MA I NIA 1 341 M 44213. WD IN ANCHOR CAPACITY TABLE. 149 complylng
With tho Florida
so a
NOTE-FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. NOA-No. 17-0630.01
Expiration Date 05126/2021
By
FIGURE 1: FIGURE 2: TABLE NOTES: ammm-09no Frcaucj Control
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, 1,000-
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS ISALLOWABLE
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.
HOLES TO BE DRILLEO IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2-0001
FIGURES SHOW I SUGGESTED,APPROXIMATE HOLE LOCATIONS. I?.....LYN
ANGLE CLIP MUST BE USED IN PAIRS. 125" . /V*
4)SUBSTRATES,CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATION&HOLLOW AND GROUT-RULED
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-00.WOOD SHALL BE PRESSURE-TREATED
FIGURE4. FIGURES: FIGURE 6. YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE6063-TSAND BEA MINIMUM OF.125"
THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.045-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT Z No.58705
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
• �--I� THE MATERIAL#10 8#12 ANCHORS INTO WOOD MAYBE STEEL.1"S.S.OR410S.S.
10.
STATE F
�i Cis IORIDPI..
01VAL S
A.Niimiktl,P.E.
Fl.REX 68705
TABLE 2A f C
Mullion CapacRy Table VbWWIY f
Opening Width(N1%itical"parrilng m$uials)OrOpeoing Height(farhodzad6tyapandng mifiom)
50m WI. 70 in as b, DDI loo in I 121 u, Us loo In o 0
Rxlan W TI{✓TIM ReclaMular Tr,#Tmnq. Redagula Tmp iNarg. RedmVaW Trap/Trialg. RdnpW.r -Tr4pRlorg. R.WNWar Tmprr". R.0..9,10. Trep7Tdmp. ReoialgWa Tr.p7lnerp. Radarquar Traplttlnng. III
Ix 2x.376 LpedkV Load418 L."V Cnadkv t>irdbn LOadrp Laadrp LadkV L-im La.dro Loamp9 Lwibp -v toast Loafty L-asm Lmmmm Lo.drg i� o
Ul
AWm.Tubb � �• a $x b• 'g0. r�' ,� p a' g• x 88' E' .
15, C4
Mulion
42 in 170.0 am 1700 435 151.3 692 170.0 47a W..7 sm 17x0 60s 1736 SM 488.5 5!a 7We 882 less 517 908 a= 786.8 517 7&7 662 teas 617 OLD 652 18A8 517 6&7 sm 18A9 517
48 kr 121.8 507 1300 419 101.4 507 1192 410 We 507 10&7 403 7&D W 1026 399 67.6 507 946 397 648 507 99.0 3D6 607 6D7 98.0 398 414 507 99.0 390 3&0 547 89.0 3568 � '•-1 rn
60.6MI1 IMM 458 114.6 378 8&4 456 89.9 371 74.1 458 906 364 64.8 4956 84.8 3m 57.6 458 81.3 367 at4 458 ass 350 432 458 80.0 356 37.0 4m 840 355 324 486 800 358 W 0$
5461 85,4 400 813 239 7l.2 404 849 320. $1.6 400 72T 371 53.4 400 Sf.3 318 47.5 400 64.0 315 427 400 8tJ 314 318 400 Bi.B 31J 305 400 etB 313 2&T 400 $1.$ 313 co C3 co
K
�y
1603
in 823 37A 66,9 270. $1.8 324 67.5 270 44,6 324 61.2 264 3&9 374 4&e 2m 348 324 43.0 251 31.1 324 420' 2m 200 324 40.5 253 222 324 445 253 115 324 406 253 -1 � Sp Ul
C 63 h 630 294 57.4 252 448 284 492 248 3&4 284 43.8 241 318 294 SEE 237 249 294 37.1 234 2&9 294 3x2 232 224 294 33.5 230 182 294 3:1.4 230 1&S 204 314 230 3
•4 66M 4&8 265 49.8 230 Me 258 424 275 334 268 37.5 221 2D2 258 341 218 26.0 250 31.9 215 214 2m 29.5 212 10.6 268 2A0 210 1&7 258 27.7 209 146 288 27.7 209 2 Z
7261 3&0 225 37.9 IDS 30.0 226 322 191 2S7 225 2&4 199 226 275 258 185 200 225 23.5 182 1&0 225 221 1m 1A0 275 20.3 177 129 226 118 lie 113 225 19,6 176 W � O
mh Me 202 420 177 245 202 27.2 173 21.9 232 23.9 170 1&2 232 215 161 17.0 202 19.7 185 t5,3 202 4A4 183 128 202 18.7 tee 10.8 202 1&B YSa &6 202 LA0 158- � J �o Z
78m 28.3 192 79.11 168 238 192 25.1 165 242 1W 27.0 162 17.7 792 19.7 159 16.7 182 10.1 167 td,2 197 7&a 155 11.8 1562 16.2 t52 1x.7 192 14.4 1m 8.6 182 142 16q
W in ME 144 19.0 US 114 144 16.1 125 .1
Z
96 in 152 127 15.6 113 I- a
o F �yZ..Q..p
TABLE 25 ANCHOR CAPACITY ADJUSTMENT FORMULA: N c r w c
An9horCa c Ta1319 ,a,NC}.1pR ',,k,.... �, X
- SWmtmta 27M CawwW 3.5k Caw, HoOmv CMU Faded CMU PT Wpad M.al N )X� }=ANCHOR CAP.- � N
MULLION
Ens' A&!56,�6+tre" 114.83 Ek4 610 Std #128" 01261ed ~ X
AmhprType: 9liS•Fho Umaeon 114•E61a UlireOan 3'26'Eia4 Ueaaon 504i1r4B U Q
Anchor Ctlp Patmme tpbaa4n ABeaC.ror Utrman Agp.t•atar erew s4rmvl^„5Y CAPA.SEORMUtA TO OBTAtNTHE•ANCHOR try Q.
EdOa os>ance 6nY i• 2-92• .r 2-112' 3-118• r 2-ire 1• 24tr 2• 3.17x• r 0AIr 0.64• 4.374• CAPACf1Y REQUIRED'CORRESPO IN "TORtT- �t1Y
EmbedmaM0.), 1x14^ Lara• 1x4• ia/4' Y !-iw 1-174• i-v0.• 1.1 1-tic 144 7 tare^ tarts• .11. ACTUAL PRESSURE REQUIREMENT FOR THE � L„ mtt�
2Arwbwo 484.76•Mtr.O.C.rstatdlNaOlhet Clip lFl9.tk 3WU 390164 450 ea 5690 ma 1644164 270 Ov 2m I0. 354 m4 As ma 3740. oulla Sam. 34116. 4421A 5m 04 OPENING,WHEN RIS LOWER THANTHEMULLION
4 AW.-0 1.16•MIn.aQ 381a brd(a 011.4 alp(Fig.2X 4110 Ib0 70D Ow WA WA WA WA SW ib. WA NA WA WA WA 682 U am Om 1124 ma CAPACITY(FROM THE TABLE)OF THE SELECTED
4 Anarom x13•Mn O.C.!12)215 Ar79N COpa/p19.Sk 7m lbs Tm lbs 5690 Da t5B01pa 1090 8u 640 Bu 5011 lbs NIA im 64 74816. Am ma 1892 ma '082169 66S its ]21fllll MULLION.R WILL YIELD A MINIMUM ANCHOR PRODUCT REVISED
2Arobaa®44T BUt O.C.3 U47ry,W0.12S Asim.ftO 4k WA WA WA WA WA WA WA WA NIA WA WA WA WA WA CAPACITY WHICH MAYBE USED TO QUALIFY a$compbinq with the Florida
1 Art5a7 F471p(ft.5k 195 mo 195(W 225 W 4451% 622 The 735 A. 140 IW 177 lbs 370 to IV m. 332 bo 473 M. 170 ma 221 lbs AD ...ONAL ANCHOR OPTIONS FROM THE Buttding GGoudde
2Abas 01.75127n,O-CJ FCUPIRs6X 240 Ca 3W m. WA � WA WA WA 190 Un WA WA N3A WA WA 341 m. 442169 ANCHOR CAPACITY TABLE
OA-No. 17A6',30.0�
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. Expita8on Date 0512612021
mlamk- ad not Control
FIGURE 1: FIGURE 2: TABLE NOTES:
1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 1'000• I"
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE
FIGURE 3
. 3}MULLION AND MULLION CLIPS SHOWN ARE NOT.TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. �0�• 7111 f 1 111 ll r
• . • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. `�� ��• •••./y7 7t��
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, ti��w'`a•.•�1SF �({fir
ANGLE CUP MUST BE USED IN PAIRS- 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED a1375"
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM CO.WOODSHALL BE PRESSURE-TREATED T =*I No.58705
FIGURE 4: FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55,ALUMINUM SHALL BE 606345 AND BE A MINIMUM OF.1251 1•X 2'X 375°MUWON _-
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND."T THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT "CT•-.�,{
LEAST.125•THICK AND AX ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND •A 1- C7 i I_;•(t,/
THE MATERIAL.#10 ANCHORS INTO WOOD MAY BE STEEL.,188 S.S.OR 410&S. %0, 555777ATE F ; !4
',7,,'0PVtA;tti,
A.LYNNyv JLLER,P.E.
FL P.E.#58705
TABLE 3A
Mullion Capacity Table Ibd&) -
il
Opening iNldtlt Cor 4erucak spar1ri mNloro)or Opening xetpfit(tor hDAmntaB7-epar24rg msgtorts) $
5041 Sol. 701. 601. 9D1. faph 1201n 1401. 16019 g o
i1a.2c
TwplOag. Recrangilar 7�frdanp. Rnalangtlla' 7tap/TdaV. 1ata10ngber
t Y276Y Tm rm v. ne4tangda TreprMa4t• P..W paar Tap7pmrg. ReClmg Tr4a�iHanB, Fmdenpu6lr -rmw 4np. Rt.-VA. neTp-; 4'g- ✓✓ K
.376AIuimLmd" L..Mg L..dg taadng Lowen 1..&GI LoedlDo Loaaing Looting Laedn9 1.^ 9 taadmB Laadnp L07Ng Loafing Iexdr'9 tmdng
Tuba 'a�.. 0s �... i d
Munich h
T11101
F-1111,11 I In .1 1 .1 11 1
W
szn :7ao 43s 170.1 744 170.0 ala 1710 ase flap sae Trop sae uo.0519 tTaa »te 1110 621 IMO 1z4o 1704521 .0167 Tsai 170.1 521 1274 130.1 1710. 521 1tt6 tact ua6 nzf tllt1 a
461. 170.0 708 170.0 524 170.01 850 1170.0 911 170.0 992 1710 630 170.0 1133 1 1'70.0 1 881 161.81139 170.0 877 138.6 1139 1710 6W 11&0 1139 170.0 6M
ars 113H 170.0 bag 864 1139 1716 880 CG
Slice 1. 170.0 747 1170.0 563 170.01 698 I 1710 831 1674 10321 170.0 084 146.8 IM21 110.0 723 130.5 1031 170.0 747 117.4 1032 17x0 756 97.8 I= 1710 756 83.9 1032 170.0756 79.1 1032 1740 750 Of�o �
641, 1708 797 174L0 812 Iat3j 107 1170.0 621 1382 807 11641 731 120.9 907 1625 720 107.6 907 145.0 714 168 907 141-1 710 80.5 807 140.0 700 611 907 140,0 709 70.5007 140.0 T09 � LU yj
60In 141.1 735 151.5 625 117-6 735 130.3 811 .1001 735 11&0 559 Bet 735 1002 580 71.4 735 99.5 161 Tae 738 95.7 576 58.0 73S 914 574 514 735 et.e 574 44.1 736 91s 674 F=-• ID 0
co
��Gr 531. 121.0 Bee 130.0 570 101.6 869 111.5 057 07s 8e6 08.9 547 762 of RMI 536 67.7 See 819 1131 60.9 666 76.8- 576 616 OW 75.6 521 43.5 ON 70.6 521 3e.1 669 76s 621 f{.�� Z
F0 661n 106.0 607 1124 522 88.3 607 061 511 753 807 65.0 501 1,62 Wr 77.1 403 58.9 007 71,5 486 53.D 687 67.6 481 442 607 63A 470 9.0 607 62.7 474 311 007 82.7 474 � Z W
j
72 1, e1B 510 9U143 660 Sia 730 434 563 10 841 428 51.0 510 37.0 418 4eA gill 53.3 413 40.8 S10 510 408 34.0 510 45.9 IL
402 252 510 44.4 389 Me 610 44.3 We W 7n Q
g m h 634 455 726 410 67.0 458 01-7 992 49A 456 rA I 366 434 458 469 378 30A 455 44.6 373 34.7 459 41.8 366 289 456 9.7 362 24A 459 38.11 359 21.7 45a 35.7 358 .�D11 -i o Z
mh 042 438 07.0 Sal 535 435 60.6 373 469 438 49B 386 40.1 435 44.7 380 36.7 435 409 355 32.1 435 361 351 28A 435 34.4 344 22.9 433 326 341 20.1 435 172 MO
Q C-
66h 41.8 327 43.1 290 341 92T 314 285 29.9 327 3t-e 210 261 327 263 215 232 32T 26.7 271 70.9 327 23.7 263 17.4 321 21.0 262 149 327 19.3 265 ZZ9 iq a 4m
got. 34.4 287 mA 257 28.7 287 249 2S2 2l.e ?m 260 248 21.6 28T 211 2M 191 287 20.8 240 17.2 167 19.3 237 144 287 7&9 232 d ~ %q.•z 130 O
1081n 242 227 24.7 206 202 227 Me 201 17.3 227 18.0 198 15,1 1&0 186 X rA p
-11th 22.3 215 0..7 104 18.6 215 tat tai 159 215 10.0 ie6 U.i W
-- -170 114_ 9 fel U X
TABLE 3B ---. -..... �SNCNOR>:APACITY-AWusTMENFFORMULA: ¢Q.r Z "O sQ
Anchor Ca c Table fibs)
6011¢11 2Tk tbnarete 3.51 Cana. tkimn CMu flees CMU PT Wood Mems -(OP,)X(ANCHOR CAP. 1=ANCHOR CAP., . 4G �. �701.1'
5118•Eko 114.8S Bao 5116-8- 114-93TEL, 810 Steil 812 Shel g125ted
MUWON CAP.,®,,,,,/ v F
P Anchor arts Eke t4aacan Ira•E)rn t1d(:1em 911E Elea l2trocoa _114•Eke t2aacan ft� In- AW o W ��a-"(W) Su PS} USE THIS FORMULA TO 067A1N THEANCHOR
AnctiorCB Patterns weaaa
Edge Getame ID6: r at7r r r 1• rr 2.1/r -VB• 2.112• 2-fT 3-1v1v 2• 0.46• os4• 0.324' CAPACITY REQUIREDPRODUCT REVISED
CORRESPONDING AN' TO as complying with the Flotlaa
E1nb«tnmd ft1-3W 1314• I-w I ve r 1-V4' T-tt4• 1414• I-UP 1.114• 1-11r 21 tate' 15+8" .4. ACTUAL.PRESSURE REQUIREMENT FOR THE 816114N11g Coda
341701.11®4.75•Min.OZ./9mnaad orOAaal Glp(Flp.t7 9900* 390 n0. 450 bs 69060. 10448* 2706¢ 2W IW 354 IDS 740 Ib. 374 ft =NIAWA
s11 un 442170 560 ba OPENING,WHEN R IS LOWER THAN THE MULLION NOA-No. 17.0630.01
4 Ah-@1.16•Mtn.Oa ISlwdmd(a Oft nClp{F)c,a 460M 791 be WA WA WA NIA 2801.. WA WA WA eat aHI BBS tee 112pga CAPACITY(FROM THE TABLE)OF THE SELECTED
4Anelae 0 3'tan O.C.r 12)7x5 Angm CUM I Fig.3): 780 Im 780 In SWIM 1560 Les 1096 b9 540 bs 660IED WA 781-Do -746r. 682 bs B05 Ib. 1120 en MULLION.IT WILL YIELD A MINIMUM ANCHOR Explratlen Date 0512612021
2AsC1uxa 430.45'!0¢O.C.l1W0•iao.t29•Axan.ft.4): WA WA NIA WA WA WA WA WA WA WA WA WA 715 Q7 CAPACITY WHICH MAY BE USED TO QUALIFY D
I Amf I FCap Fill.Sk 165D. 185161 22616, 416 bs 1229re 135IDs 1401bs 177 a* 370 bs 18T ibs 170 ib9 221 I6s 280 P.* ADDITIONAL ANCHOR OPTIONS FROM THE X
24¢01.706 0 1.15•Mn O.CJ F-alD Fro.67 240 ba 380970 WA WA WA WA 160 bo WA WA WA 941 bs 44216.0 500 ba ANCHOR CAPACITY TABLE. Miaml-0a redact Con ro
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES ASTHE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24.
FIGURE 1: FIGURE 2: TABLE NOTES:
� � � � --•� 1.000" f--
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
11111!1/7
FIGURE 3:
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE �\" NY LYNN
'\ ,,'A. ........
3j MULLION ANR MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE SHEETS 21-23 2.760° S
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23 1 �- No.58705
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
ANGLE CUP MUST BE USED W PAIRS. -•
4)SUBSTRATES CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLDW AND GROUT-FILLED -0 �+
FIGURE 4: FIGURE 5: FIGURE&. CONCRETE BLOCK UNIT(CMU)SHALLCONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 375' £J j
YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BEOW346 AND BEA MINIMUM OF.1261 -T �0T ATE F`
�� THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND,046•THICK(16 GAUGE).STRUCTURAL STEEL TO BEAT 1°X2.75"%.375'MULLION *fiS•."ZOR(�A•'••t��`.
I.LU..._._.J
LEAST.125'THICK AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �i�S; ,.A• �G• �`
THE MATERIAL#10 6#12 ANCHORS INTO WOOD MAY BE STEEL,18-8 S.S.OR 410 S.S. 1", tVAL
A. N f1 VSR,P.E.
FL P.E.#58705
TABLE 4AN
Bullian Capacity Table Obwe)
Oponing Width(for%erdraly-9parrirg❑unions)or Opening Height(for hariaoDl9UlFspann rg mulions)
Win aD b, 70in Wln Win 100n 120 in 1401. 1601° o
1 x2.76x Rxm7P11ar I TMOT&n9. 9p.1a9ula 7Yapmfaly. Reawl9dr 7replTFlena' Reater 7 T1eN761ma 11e.fanpda TrsW7d.np. Reete�pdar TnylTriong Reaanpd4r 71eprMmlp. N•ctat9� Tr lTdalp, R.ctmpJm Tt44YTd.na S
Laxba L do0 Loadn9 LD4dnp imdm0 Lown9 Lad.9 Laaft Lam tomo LOadnp no LO,d6M L-Ane Loft Lcad.O Loedar9 Laldnp j;z °c(
,s60Alu1n.
T111a p r r r r r r r a
21 a ' .. a cwt... o .. .. a r v..
cq
Wfulaon
4.2
sz w
4'251 1740 BM 170.0 435 170.0 744 1780 478 170.0 See 1 170.01 508 1 170.0 B92 J 170.01 St8 170A 1118 17MO 521 170.01 1240 7780 $21 1780 14M 170.0 521 1511.7 1826 1740 521 138.8 1eZ 170.0 ai
46% 1740 708 1780 624 110.0 850 1740 584 170.0 892 170A 630 1740 1133 170.0 881 1786 1275 170.0 877 170.0 1417 1740 000 141.7 1417 170.0 03D 1215 1417 170.0 680 106.3 1417 170.0 630 IY 5 CO
as 1. i70.0 747 170.0 03 170.0 898 170.0 631 1700 1043 170.0 884 .170.0 1198 170.q 727 1823 1258 1740 747 148? 12M t70.0 756 121.9 1293 170.0 758 164.5 1260 170A 756 91.4 1230 170.0 755 W O 6'73
54 in 170.0 TW 1740 812 170.0 950 170.0 891 170.0 1118 170.0 761 iW,7 1130 170.0 303 133.8 1130 170.0 837 120.3 1130 1780 058 1085 1130 1740 361 06.1 7530 5740 E81 713 it30 et 331 2 = m
of In 170.0 685 170.0 101 1465 915 182.3 781 1255 915 144.6 746 1011.1 915 132.3 ni 97.0 615 123A 720 01.9 015 1145 720 732 015 114.4 715 628 915 114.4 715 645 915 iHA 715 Q F C0
{ W n CD
151.0 $30 181.9 710 126.5 330 536.8 694 1085 330 1232 681 94.9 330 112,2 670 84A 830 104A 882 75.9 SW 99A 656 613 630 843 049 542 820 04,1 649 47,4 330 94.1 640 2 2 W m Z
S Win 1321 767 140.0 600 110.0 757 116.11 836' 94.3 767 106.0 E24 326 757 941 814 734 757 30,1 We 611.0 767 642 800 SEA 7S7 79.0 593 472 747 782 SM 41.3 757 7112 501 � Z LL
c
j 72in tOf.7 938 1046 552 646 83B 91.0 50 727 9311 W.1 190 m.6 678 722 521 685 638 86.5 814 WA 630 623 508 42! WB� 57Z 600 38.3 M. 65.3� 497 31.0 638 552 481 � �.J � y
781n B0.5 571 WA 496 72.1 571 18.3 48B B. 4 71 61.4 479 01.1 571 WA 471 440 571 65.5 481 432 571 Rt.d 459 340 571 47.0' 151 30.8 $71 d4.E 447 27.0 671 446 448 N �
781n WA 542 834 474 88,7 642 70.3 465 57.1 542 621 458 Me 5!2 56J 449 44.4 642 61.0 442 0A 842 475 437 313 542 426 429 248 542 40,8 425 25.0 542 0.1 423 i Z a Q
BOh $21 407 53.7 331 414 407 444 365 372 407 346 34B 321 401 36,3 343 28.0 407 321 333 20.0 407 29.8 334 21.7 407 28.1 327 15.0 407 24.1 322 10.3 407 23,0 310 F Z
OB n 420 356 44.1 320 35.8 358 372 314 30.7 353 32.4 300 26.8 � 246 304 210 313 20.1 300 21.5 358 24.0 2W 17.9 358 21.9 289 143 388 182 264 ano
x, a�
103. 381 283 30.8 255 25.1 261 210 Of 21.5 283 2ZS 247 58.8 263 OR 244 18.7 263 18,0 20 141 263 185 277 W 40 R 52
N w �
ZLI 267 238_ 230 19.6 267 20.0 235 17.3 2B7 10.3 231 15.4 267 10A 226 ® F N {q
120 n 220 229 713 209 143 229 f48 205 s47 278 162 202 -� --- � C7 x Q "
TABLE 4B ANCHOR CAPACITY ADJUSTMENT FORMULA: Q Z O
�O-N
Anchor CamcIty Tabtebs ANCHOR Cr1P.,, : - cc
avmh,da 27kC..mtn 3.5k C- cmu FN.4cmu PTWaad Meta (DP-)X� )=ANCHORCAP.•e cg
5tIvEeo tri•39 Eto Stir Eo 114.53 Eloo 410 sietl 028L'q 012 St.r4 MULLION CAP. ,,,s
AnehorClIp Palfams AnalarTypa: 3110'Elco Utkm.n 114*Eft um.a41 Utmm 3716'Eba 1111ra0on tr4•Eka Imaaal Ap9n0a1a Imnaa ApoeGamr scieWrob)8,-(a5) 8-(05) USE THIS FORMULA TO OBTAIN THE'ANCHOR PRODUCT REVISED
Edpt Detana.Mk i^ I 2-lir 1 r 2-tri 3-118• f• 2-1a• 1• 2-rr 2• 3-tJ8' 2 4U. 221
r 0.324• CAPACITY REOUIREW CORRESPONDING TO AN a9 complying with the Florida
Em0°dmentM t3/v 1314- 1.3M• I'Mr 7 1-Nr 1-1w' 1.114• 1114• 1•uv 1-1/4• r le• um. - ACTUAL PRESSURE REQUIREMENT FOR THE NOABui-No.
2Anab°a 4.WMn.O.C.1S atcemcupftlr 380 a. 39001 450 Its 8911 ice 1644 t. 270 Its 28016. 354 Its 74016° 3746. 65411. 04ams m 5WW OPENING,WHEN T IS LOWER THAN THE MULLION NOA-No. 47-0630.01
4 AWO 61.18'Mtn.O.C./Spndmd(o CMtt)C9p n.t): 4W ms 700 bo NIA WA WA WA 380 Lb. WA WA WA WA WA 1120 On CAPACITY(FROM THE TABLE)OF THE SELECTED 11b piration Date 05126/2021
4Mm 63•Mtn.O.Q IR)24SAr4a�0DsIflE 3$ 7801bs 780 bo �611the 1560 ibs We MM we. Nov. WA 7800. 7491t, 66010° f0921ba 682 lbs11200+ MUWCN.R WILL YIELD A MINIMUM ANCHOR
2Arohore 60,45•Min.O.0 lO{8D.6d..125•Aean,(Ra 48 WA WA WA WA WA NIA WA WA WA WA WA NIA 7150. CAPACITY WHICH MAY BE USED TO QUALIFY By
1 Amhv1F rlFn-5): 195 It 1950. 225 ft 4451. BM Its 135 Its 1401bs 1716. 370 Mbs 18110. 332The 47310, Ws 2WU ADDITIONAL ANCHOR OPTIONS FROM THEMlam a odue nirot
2 Anahae 6 1.75'Mi.O.C/F-01(Fig.0, 240 It 35011. WA NIA WA WA 700 ib, WA NIA WA WA NdA 0>0 5W it. ANCHOR CAPACITY TABLE
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. }CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24,
FIGURE I: FIGURE2: TABLE NOTES1)SEE SHEET I FOR
INSTRUCTIONS EES EETS 2^4 FOR GENERAL 1STAALLATION METHODS.TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS iS ALLOWABLE. 1111 1 1 1 r 111
FIGURE 3: ��QN'......NQi/r�irr
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 2f-23. 2.756' 410ENSS.'•-e
• + • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21.23• '
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS, NO-58705
ANGLE CLIP MUST BE USED IN PAIRS. - 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED ew
//�^ *=
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690,WOOD SHALL BE PRESSURE TREATED - `^" 1-7 �
FIGURE 4: FIGURE 5: FIGURE 6: - YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125• -O•,• ATE O +6'r•((,1
THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.DW THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT i'R '"qORSOP1
THEMATERIALICK AND A36.ALL ANCHORS INTO METAL#100 8#12 ANCHORS INTO WOOD MAYBE STEEL,18.8&S.OL EXTEND AT R 4AS0 S.S.T 3 CREW THREADS BEYOND 1"X 2.75'X.650'MULLION � �QNAL eoo' ~
A.LYtr�INIMILLER,P.E.
FL P.E-#58705
TABLE SAH 18
Mullion Capacity Table QbsNel
Oponing Width ftr4edio0yspandrg muMons)or Opening Haight(fbnccrlmrtelysp9rmIr9 mLcOns) �
501n 60 in 70 in 60In so In 100 in 120 in 1401n 160b, W
0
Iladenpu� Trap•Tdane. ReotmieWer T)ap/Tdeng Reclaiada T�apfTtlanB, RedOngAar Tra{JTdarg. Resdr TngJ7dm19. ROafarpWor TaPRB• ROc1anDAa Trr;JTrimiO• RaOE3n9ula Tmp'fdan9. FiodOn9tar 7FnMdenC a
V X 3.126"X 1 WAM tAe®059 L-ft Laaav toadM L-mg LOadnO Lmdm Inedm Laedrq Lmcbg LOadn9 Ioaduq Loadul9 LOadrq Laadn9 IABdnB laadno
.500"Atum r e• g ri fr r r r £ r r r �• r - d
Tubo Muggg o- w
is
s� a s 01 Id a a� o z t~�{i
42 in 170.0 620 170.0 '435 170.0 7" 170.0 476 170.0 968 170.0 506 170.0 880 170.0 519 170.0 1116 1760 521 170.0 1240 .170.0 521 170.0 14U 170.0 ffi1 170.0 1135 170.0 41 154.6 1802 170.0 521 � -1 (Z
481n 170.0 706 170.1) 524 170.D CA 170.0 584 170.0 892 170.0 830 170.0 1133 170.0 661 17MO 1275 170.0 677 170.0 1417 170.0 660 157.7 15U 170.0 860 135.1 1577 170.0 580 1%2 7677 lmo 680 W N
�a
51625 In 170.0 747 170.0 l9A 170.0 896 110.0 831 170.0 11)48 170.0 864 170.0 1195 170.0 723 1760 1345 170,0 747 170.0 1494 170.0 750 iN.7 14% 1760 758 121.5 1495 170.0 758 108.3 1495 1760 756 W C3
541n 1740 7s7 170.0 912 170.11 %8 170.0 891 170.0 1110 1700 754 170.0 1275 17xO 803 16MI 14M 170.0 a37 140,5 1401 17MD 856 1248 1401 17D.0 a61 1068 1401 170.0 Sal 93.4 1401 170.0 881 --iE{ CD 0 W
601n 170.0 NS 17D.0 701 170.0 1083 170.1) 797 15aS 1155 170,0 978 138.7 1156 187.0 929 tM3 1156 150.5 917 lIU 1156 148,7 910 926 1156 144.5 003 70,3 115e 144.5 903 69.4 1156 144.5 903 a ~ m CD
Z
,r 63h 170.0 930 170.0 715 1593 1019 170.0 650 177.0 10{9 154.5 BW 119.0 1048 111.7 84fi 108.6 1DW 7320 836 BSA 1019 16.5 821) 78.9 1048 119.3 820 68.5 1019 118.8 BIB 549 1019 718,8 019 Z U m S
Fj SON ttO.8 955 170.0 789 139.0 -956 151.3 804 tHIA BSS 133.7 788 1042 0% 121.4 775 MO 955 1128 785 83A 955 100.4 757 68.5 95S 00.8. 749 58.6 955 95.7 748 521 955 B6.7 746
S 72105 120.6 803 134.0 697 107.0 114.0 682 81.8603 101.1 870 80.3 00.1 813 0.9 71.4 B61 839 wB ell 80.1 78.8 642 535 860 722 632 459 903 89.8 '828 461 661 E9.7 971 UI $ It
701n 1082 721 114.1 928 81.0 721 97.0 818 760 721 bit 605 611.3 721 76.5 S% 60.7 721 Tat see 54.8 721 e5A s78 463 1)9 38
721 59.4 5 .0 721 50.0 584 34.1 721 511.1M W a ? r I-
r
78 In 1019 664 '05A 599 04.2 984 89A 581 722 684 76.4 576 63.1 684 70A 567 50.1 684 04A 558 50.5 SM 548 551 121 6% 54.1 511 38,1 864 61.3 SM MA 884 503 634 Z Iz.-
90u 65.8 514 97,8 450 floe 514 57.3 448 47.0 514 50.0 440 41.1 514 448 433 365 51A 40.5 427 329 514 37.3 421 27A 514 33.0 {12 23.3 514 964 406 60.8 514 20.0 403 F N Z
06 In 542 452 517 404 452 452 47.0 396 367 152 10.9 390 33A 452 38.4 3111 30.1 152 3L9 376 27.1 452 30.3 373 22A 455 �.e 385 IBA {52 24.2 359 169 452 22.8 355 x a o�a
108 h 351 357 3e.9 322 31,7 357 327 317 27.2 357 2B.1 312 23.0 357 25.2 SOS 21.1 357 ZL.7 303 19.0 357 20.0 289 15.9 357 18.0 203 13.0 357 162 26'7 11.9 357 15.0 253 c W N m
132
11 In 35.1 318 35.8 308 292 316 30.1 301 25.0 338 28.1 286 21A 338 23.1 292 195 338 203 268 17,6 33e 18.0 784 113 339 18.5 278 125 336 14.8 Z73 11,0 336 77,8 269 ® 5 m U) (()
120 h 9.7 tae 262 263 23 -288- tLr- B 'F.3 -9--1Q A- -1 141- 113 x8.9 126 x49 9.B 289 11.4 239 8.7 289 10,4 232 O 10 X Q_Q O_
TABLE 5B ANCHOR CAPACITY ADJUSTMENT FORMULA: n 600
AnchorCa Table a ANCHOR CAP.,,",,,,,, O ••- Ism mK
sub; 276 Carlile 35k Cone HO➢ov CMU F/ed CMU PTWOOd N7dal (DP_)X( >=ANCHOR CAP.,
6"'Eco 1/6.69 fJcO e116•t9co v4•ss Elco 670 Stcf aY2sted 012 sled MULLION CAP._T_
A1Kfla e am 6-Elco uIlmm v4'Eko Ubm 3HSEkOU6la.on vF Eka U119ton
pnrhorCNp Patlema umazon Apgrc%:aor U11REW A®reGHW SCRN(05)suer(05) Suac(ob7 USE THIS FORMULA TO OBTAIN THE•ANCHOR PRODUCT REVISED
IBslmce0n7 T 2-112 v 2-117 3-18' T 2.112• V 2-112• 7 3.116• 7 049• 054• 0.32F CAPACITY REQUIRED'CORRESPONDING TO AN as compl9l g with tho Florida
I81nUednai n ta/a• ts/a• 15/6• 1a/C 7 t-vt• t-vr 1-114• t•vF 1.11E 144 7 I w taa � ACTUAL PRESSURE REQUIREMENT FOR THE Building CCoodda
2Allctm@ 475-ban QC./=110eld a Oftel 0701k 390913 691)to 450 ma NO to 1644 11)5 270W 46006 954165 740116 374101 6s49s were 341105 442 RA 550 Oa OPENING,WHEN IT IS LOWER THAN THE MULLION
lIDA-NO• 17-0630.01
4 Amhat®1,15-Nuc or-/Sbn,=1 Or Olbd)Clo 2) 460 as 760 br HA WA NIA WA 960®6 WA WA WA WA WA 682104 885 of 1131 AS CAPACRY(FROM THE TABLE)OF THE SELECTED Expiration Data 05/2612021
4Arch85®9'MIA O.G!(2)2(S Argkpps/09g 3) 780005 78D b9 680106 %01� 18981OS 64DIDs 660106 N/A 7s01ce 748IM S609s 1892IM 6B2ms 865En 11201)05 MULLION.IT WILL YIELD A MINIMUM ANCHOR
3Arch-90.45•MIn.O.C.f UCOp,(nt-.125-Alm.(Fig 4) NIA WA N/A WA NIA WA WA WA IUA N/A WA WA WA WA 1079 Oa CAPACITY WHICH MAY BE USED TO QUALIFY BY
tArc110r/FCep(Rg 57 195TH 105196 �i pn 4451mi 82296 1351bS 140160 177®t 370109 167 N9 332Im 479 Ys 1701b5 221 fm 2901M ADDITIONAL ANCHOR OPTIONS FROM THE Mlam p ePm uet Contro
2Ancrol ®1.147'692 O.Cl FC@9(Fig bT 24011)5 3MW NA NA Nl/1 NA 190 Us NA WA NA WA NA 941 Ills 44269 56011)6 ANCHOR CAPACITY TABLE
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP.
F"1.000•-1
FIGURE 1: FIGURE 2: TABLE NOTES:
1)SEE SHEET 7 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2 LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3.125" /I r
FIGURE 3: ) ��aONY L...
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE SHEETS 21-23. \�!{�.•''1.10ENSF'•<<�
F• • • .' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. `
FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. 0.58705 •�
* _
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED '500'
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED 'D
FIGURE4: FIGURES: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063.75 AND BE A MINIMUM OF.I2E (`
l'X3126•X.5'MLU.U0N �� S TE 1l/
THICK.STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT . �i(5'•, 44j\
(FAST.125"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND (1-VF MULLION)
THE MATERIAL.#10 ANCHORS INTO WOOD MAYBE STEEL,18-5 S.S.OR410 S.S.
A.'1! 011 iki. ,P.E.
FL P.E.#58705
TABLE 6A
Mullion capacity Tablex
Opcning VMth(fortOM a*4$PatOrn mWcns)orOpenhV Hefgtd(Drtod2Drtatfsparlrlrp ml&lom) S+
60111 801. Al In eoN 90111 100 in 1 12001 1401n leaf. b1
RtlmgUsI T[apnna. Fectanpdar 'OaNT ➢. Ree-WGUA Tm)YTi+mp, Ra01an0War Vaprrdma Reda b. Trownftg_ -ft--.tah, .0503917010. Recwwwr Tm(4T-K. liactr+gukx Tmplydmg. Re.W fa T prsimg. i
1 X41.125 Lmdi.g L admdn
no Loadng Lg Lnodng LOedm L.dit Lowing Loading L dm Loadna Loadno Landing L-*ft Landing Loading Load10 uwnl
all 8 � � � � a � T-mi.
�ag o � "
w
42 in 170.0 BM 174.11 439 1ro,0 7N 1ro.0 q5 1740 969 170.0 506 170.0 992 170.0 510 170.0 1116 170.0 821 170.0 1248 1700 821 nag 1108 170.0 s1 145.9 1188 17x0 521 127.6 1489 170;0 621 w
48 b1 1700 TOB 1170.0. 524 170.0 es9 17x0 Sed 1700 892 171.11 630 17x0 1133 170.0 661 170.0 12M 1700 877 158.3 1303 17LD 680 1303 13M 170,0 680 111,7 t303 170.6 680 97.7 tam 170.0 peg Ott
Sa.82ph rroo 747 1700 6H3 ImD 898 170.0 631 170.0 1046 17x0 664 470.0 }1e5 170.0 729 lSSt 1235 110.0 747 1405 1235 +70.0 756 117.1 1235 170.0 706 110,4 1230 170A 758 87.8 1236 1700 788 C W o 0.v
641n 170D 787 170.0 612 170.0 078 17a.a 891 170.0 1118 170.0 704 184.0 +1M 170.0 570 1372 1168 170.0 837 123.6 116e 170.0 856 102.9 1158 170,tl pet ep.2 1158 170,0 881 772 1170 1700 ml m O 60
803. 170.0 085 1700 701 188.7 1042 170.0 797 1420 lou 10.1.1 032 126.1 1042 1487 pts 1112 1110. 138.8 801 1900 1042 130.2 791 0.3.4 1042 125.1 703 71,5 1042 tat 703 823 144 1261 762 F ifl
631. 170.0 030 170.4 746 1513 003 1515 e11 1298 092 tu.4 7BB 11J.4 B➢2 131.0 702 1000 002 121.0 780 007 892 1140 76. 750 692 108.4 745 61A get 105.0 744 60.7 992 1080 714 _
p SBb 189.0 947 170.0 7119 137A 947 146.0 788 list 447 130.3 780 103.4 ➢47 117.7 762 111.0 047 f087 7311 8Z7 90 1022 727 fipD 847 85.1 713 59.1 947 04.0 711 51.T W7 64A 711
7261 135.8 849 1427 737 1132 849 121.0 70. 97.0 848 148.9 798 54.9 849 98.4 096 7S8 849 88.7 685 07.9 849. 827 975 b6.6 849' 76.3 859 48.0 849 725 602 42,6 849 724 661 _ d �
70111 1165 7� 120.7 665 06,3 762 7026 652 826 70.2 80.0 640 72.2 782 .a.9 828 641 762 742 Ro 57.8 702 682 613 48.1 782 62.0 E02 41.3 702 09.9 587 301 762 54.4 693 2
76 in 7059 721 111.4 634 89.0 724 848 821 76.3 724 629 608 680 724 74.4 5139 69.4 728 864 691 631 724 634 58:11 N.5 724 673 57J 602 72; 54.3 58'7 33,4 724 5I.6 665 -J r
J
901. 69.6 643 71.8 483 69.0 61] 60.7 474 49.7 543 528 466 43,5 643 47.1 458 !69 643 42,8 452 34,0 643 79,5 446 29.0 643 34.8 178 2A.0 543 321 430 21.7 543 30.7 426 ? Z Z N �l
98 N 67.3 478 6B.9 427 47.8 475 49.7 419 40A 478 432 412 336 476 38.5 406 31.5 478 34A 400 267 478 320 300 238 478 28.1 388 28.6 478 288 380 17A 476 241 375 p• C'4 qg O 4
1081M 443 377 N.1 345 335 377 34.8 715 208 377 30.0 Me 283 377 28A Tri 224 777 24.0 321 20! 377 220 317 168 371 19.0 Sm 14.4 377 17.1 304 ti r y1j
III b 37.1 351 37A 723 30,8 157 310 718 26.8 J57 27.0 313 233 757 24.4 30 Me 357 220 305 105 357 241 701 15.4 757 17.4 294 ® W x
� 3 3115 29A 279 243
TABLE 6B 308 211 Z74 21.0 306 2L7 270 18,3 308 1➢2 291 103 308 17.3 263 2
tum 17.0 212 173 196 _ '--'- X Q
-- o. O
a r m�p tri
Anchor Caoadtv Table f1bal ANCHOR CAPACITY ADJUSTMENT FORMULA:
8ubMtn; 27k Camreta 3.5k Cam. H.e.w C3fu Fpea GMU PT ta7oad AN
CAP.p,,,,� 7 •.0¢Of
Nie'Eico 174.85E+70&18•Etco ix•SSEtoo BtOSmd Y128bd 5128106 �IX(MULUO -ANCHOR CAP.,,,, PR4aDUGTREVlSED
Andmiypx 91i6'EtaOtteacan tx'EkaO?saam 37ie'EJaa171traaml U4•Eiaotbtrxaa �� voawn Agarum S.m IGS)8,P5) 3.-(05) USET'HISFORMULAToOBTAINTHE ANCHOR
Anchor Cllp Pattens trl0ran an eamptyin9 with tho Florida
Edea aslmpe 4nk r 2-t/x +• 2arr 3-va^ r 2•'1/7 f• alrr 2• 3-118` Y CAS' 057• 4324• CAPACITY REQUIRED-CORRESPONDING TO AN Bullding Caste
Embedmmtank *314• 1.3/4^ 1JI1 lana• r 1-114• 1.114' 1-1A• 1.7x' 1-1/4- t-vs 2• lar6• Lara• cern ACTUAL PRESSURE REQUIREMENT FOR THE MCA-No. 17-0630.01
2 A..h-A 9.76'Min.O.C./fikndardmamet cap(ft.182k 390 Lh 390 Its 1 45o r. 89D IW 1644 Na 27D os 28olm 354 Os U0 Ib- 1 37 It¢ 664 Ina em as 341 N5 4421bs 660155 OPENING,WHEN IT IS LOWER THAN THE MULLION
4 Anon-@ 225'Mtn.G.C./5lenfad tmjelb. C00 ft 3k 700ffla 70004 SBO as 14101ba 9528» WA 56cum WA S30 ma WA B80th WA 882 ma B85 lb, RE Its CAPACITY(FROM THE TASLE)OF THE SELECTED Ei<Plsatien Cato 0512612021
8Anahpa®1,15 M41,O.C./84MaN(m OO4m)Clipff0.4k smft 1400100. WA WA WAWA 760lbe WA WA WA WA WA f3W_Ms 170704 22411170 MULLION.R WILL YIELD A MINIMUM ANCHOR By
aAnWrnal9 a'AOn aae�2x5A c�tiFb.sk 780ms tag pu 9511 nm tseo los lees ma s4o 0.e BRl WA' Tea ma 745700. aeatbs 10.12lbs 652 ft 985+60. t12010a CAPACITY WHICH MAY BE USED TO QUALIFY 7810.70 aProduet Control
.. eanomn4]rN4n 11.47 R)245Ano)s CabsIffy.6C 1171 w0. 11711 lbe ta2011s 23401. 2844 ft 910 ac 944144 NrA 1400.lm 11221be 1370 an, 28311 Ws 1D229s 1327170 1680as I ADDITIONAL ANCHOR OPTIONS FROM THE
4Anc6ar®OAS'66n.G.C.tLWtp,Otio.l2d"A3an.(Fl➢.T} WA_ WA WA WA WA WA WA WA WA WA WA WA WA WA 14308x' ANCHOR CAPACITY TABLE
20 @2Zs`MIn.O.CJ FQIpffy.pk 360Iba 95060 200 Bs 705100. 41920. WA 280100. WA 315 as WA 840150. WA 311150. 442'ins 580(Ds
4Anahm5Q1.15`Mh 0.01 (F7p.ek 4e0 tbs 700 ha WA WA WA WA 380100. WA WA NM WA WA pe2lha 805 tbv 1120160.
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. -••� i.000-
TABLE NOTES:
FIGURE t: FIGURE2: • FIGURE3. • FIGURE 4'. • FIGURE 8: FIGURE1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE
• •
[[1*
SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
LY2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE.
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SFE SHEETS 21-23.HOLES 4.000• „�Q -•F.�
TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW *; No.55705
FIGURE 5: FIGURES: FIGURE SUGGESTED,APPROXIMATE HOLE LOCATIONS. - •:*=
• • • • 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED p:� •�+
CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 690.WOOD SHALL BE PRESSURETRFATED YELLOW �0,�.• ATE ,:�{{/
• • • • 125'
SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125"THICK STEEL : ••,F{ORtpl. ��'�
STUDS TO BE A MINIMUM GRADE 33 AND.046'THICK(16 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK �i is G`��
ANGLE CLIP(FIGURES 588)MUST BE USED IN PAIRS, AND A36.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#10& 1I7Sr70NAL e
#12 ANCHORS INTO WOOD MAY BE STEEL,118-8 S.S.OR 410 S.S. 1•MULLION A.LW MILLED;P.E.
FL P.E.#58705
TABLE 7A n
Yu16on C5 city Table Ib • y
Opening VMM(Torvor1lca*speming mtlbon3)0r Opening Height(forhormnlIal sparWrgml90om) r!rr1 d
6044 so In 7044 soIn Bob 10010 1tm In 140 it 00 In �( p
1 x 4 x.375 PI t.Wat imparl5na fl-mnphu TraPlfdmr0. P-ft ul- Twie fs RxtrryfWv Theidrd g. Idaden9uler TmWTn4rg, RecNn9.n4r Tmp7Mma 7msNnguly Trapr7nms F�tatgObr 7mprtnam. R-I-Qd- Tmp/T-v _ �1
1n.drg Le.dog Loedug LWdIng LO.d.g Lasing Lnedng Leading Lmdmo L05dn9 laedn9 LSaat Lmdrg laadng Losdn9 Loacum Laadng LoWng Ay.
Alum Tube
42 in 170.0 @0 170.0 435 170.0 744 170.0 478 170.0 688 170.0 608 770.0 992 IZO 519 170.0 1116 170.0 521 170.0 1240 170.0 527 170.0 1488 170,0 621 110.0 1735 1700 521 170,0 1963 1708 521 w J Mullion =
4810 170.0 708 170.0 624 170,0 050 170.0 639 170.0 02 170.0 670 770.0 1133 170.0 681 770.0 1775 170.0 677 1170.0 1417 170.0 680170.0 7700 170.0 680 770.0 7863 170.0 680 151.6 2024 170.0 860 lC S c/)
60.MS in 170-0 747 170.0 563 170,0 896 1 170.0 601 170.0 1048 170.0 654 170.0 1135 170.0 723 170.0 1345 170.0 747 1 170,0 1434 170.0 758 170.0 1703 170.0 750 158.0 1919 171LO 758 1386 1919 170.0 756
5410 170.0 797 170.0 812 170,0 956 1 170.0 631 170.0 1718 170.0 751 110.0 1276 170.0 503 770.0 1434 770.0 637 170,0 1 1591 170.0 858 168.9 1799 170,0 581 177.1 1799 170.0 681120.0 1799 IMO 601 ED m m o (q
Win 170.0 865 170.0 701 170" 1063 170.0 760 170.0 1240 170.0 WB 170.0 1417 170.0 844 170.0 1504 170,0 996 155.6 1619 170.0 1033 USA 1619 170.0 1063 711.0 1819 170.0 1083 972 1819 17x.0 1063 � � ID 0
6310 170.0 030 170.0 7N 170.0 1110 170.0 650 170.0 1302 170.0 840 170.0 1466 170.0 1016 166.7 1512 170.0 1070 141.0 1642 170.0 1122 177.5 1612 1685 1166 160.7 1542 187.8 7167 86.1 1542 167,0 1157 U Q
6044 170.0 474 170,0 769 170.0 1169 170.0 DW 170,0 1384 170.0 1002 160.6 7472 170.0 1088 1426 1472 168.6 1148 126.5 1472 168.5 1130 160.1 1472 147.8 1108 01.0 1472 110.0 1104 80.3 1472 146.0 1104 Z S @ m S
ug to
72 In 170.0 1057 170" .878 170.0 1275 170.0 1609. 150.5 1320 -1662 1101 132-0 1370 149.9 ta62 117.3 132" 137.8 1088 105.6 1370 726.8 1049 88.0 13M 117.01481ZL3
1320. 1128 1013 69.0 1320 1128 1012 LIj
J 7010 170.0 1122 170.0 977 149.6 1184 159.4 1013 120.2 1184 137.8 994 1122 1184 123.7 978 09.7 1184 115.3 WA 89.8 1184 107.9 952 74.8 1154 97.6 1104 93.1 827 581 1184 823 926 Fm- j ? Z
u a
761n IS&I 1124 170.0 967 138A 1124 147.0 am 178,8 1124 12a.8 947 103.8 112A 115.6 931 92.3 7124 10.7.6 918 a3.0 1124 965 BOB 692 1124 99.0 1124 84.3 661 51.9 1124 832 678
9044 108.1 844 tftb 750 90.1 844 94.3 736 77.2 844 1121 724 605 644 7J.1 712 60.1 814 68.5 702 61.0 BN 61A 693 46.0 844 54.2 814 60.0 868 338 ea 47.7 662 FZ_- ¢ g Z N
96 In 89.7 742 918 651 742 742 772 652 60.8 742 672 811 65.7 742 50.6 831 49.3 742 84.1 922 44.6 742 Ia6 814 77.1 742 43.6 742 389 690 27,8 742 37.6 684 IL �
108 In 626 508 639 530 521 688 60.8 621 44.7 68a 46.6 513 30.1 NO 41A W5 349 668 37.3 496 31.3 586 342 492 210 688 29.6 586 289 472 156 668 24.7 46817110 67.6 555 56.6 603 48.0 605 4&6 495 412 655 420 447 36.0 656 38.0 NO 320 656 142 473 20.6 656 31.3 487 24" 655 27.1 556 24.3 416 18,0 565 22.4 412 n X 7[ Y
-/5.6- 76- 5 7 420 20.6 475 29.0 s14 25.3 476 78.8 409 22A 175 21.5 404 19.0 479 21.1 399 10.J 475 157 367 14.3 475 17.2 381 ® N
_ X
144 In 2!8A 330 2&7 305 220 330 22.4 701 18.9 370 19.] 297 18.5 330 17-0 293 L7 d��VP
_2
TABLE 7B ANCHOR CAPACITY ADJUSTMENT FORMULA: 0
Anchor Table bs u A ANCHOR CAP.,,o,,,s
Subeb.l. 2,78 Camret4 3.5k rano. Hagan CMU F@ad CMU PT Wood MCG! (DP,m)X( )=ANCHOR CAP.,,,
618'Eloo 1/4'66Eb.6115EIca 114.6SE. RIO Steel 61261,,1 612SIed MULLIONCAP.s,,,,, PRODUCT REVISED
Am15orTyps 3'18'FJoo Ultmson 114'Eos UIS..m 3ltr 600 Uivawn 754•Erg Uttrecm
Ancho7C6p PaCemx l9hneon AOP.Gabr wrazon AogreGebr scmv(GS)scmw(GS) screw 105) USE THIS FORMULA TO 087,060 THE"ANCHOR as comp)yIn with the Florlda
Ed9.135mme(in) 1• 2-12• 1• 2-lir 3.118• 1• 2-vt• 1• 2.1/r r 3-VW 2' 0.48• 0.54• 0.33. CAPACITY REQUIRED'CORRESPONDING TO AN Bullding Code
Emb-b-n Ont 1-W 1ar4• 1aN• taro• r 1-7/r t-114• 1-11V 1-V4• VIM" 1-114' 2• 11'r tare• IRW ACTUAL PRESSURE REQUIREMENT FOR THE NOA-No. 17-0630.01
2Ancmm 04.75 MN.O.C.J Stmdmda 0CM CUP(Fig.1821 3909,0 99ofm w0. I, 1644 bs Z7065 290170 354 Sm 7400. 37418. 66416. 9451h 341 bs 442160 600 bs OPENING,WHEN IT IS LOWER THAN THE MULLION 6rpimUon Data 05126/202'1
4 A.h-A 225 Mtn-O.Q I SteMad(or065e0 Clip Olo.3k 7606. 760 Da 550m. 14100A 9521x. WA 560 IN WA 630 ms WA Bea 9n WA GB2I. 853 ils 1120 bJ CAPACITY(FROM THE TABLE)OF THE SELECTED
8Amhom®1.157Mtn.O.C.131bdad(e,Clbe0 Clip Ola 4): 960 ma 1400170 WA WA WA WA 760170 WA WA WA WA WA 1360 ke, 777011. 22402. MULLION.ITWILLYIELDA MINIMUM ANCHOR By
4 Amfam®3"N.0..C.1 M 2r5Ng16 C1M/(Fig.5): MIN 760 ms 660 ft1560 Ib 1896 b. 540 9.v 560Im WA 76016. 748 Oa 850170 7802 m. 6823. am it. 1120 m. CAPACITY WHICH MAY BE USED TO QUALIFY' Mlam Product Control
An
ch-Amm 93'Me.O.C.IW10, 1170165 102011, -111, 231468 8100. 8406, WA 1140105 1122 1320 m. ® 60 Ib
28390. 10226. 1327 , 16 . ADDITIONAL ANCHOR OPTIONS FROM THE
4 Amhm C 0.45 Mh O.Q I(1UIp,7010-126•Adm-(Fq.7k WA WA WA WA WA WA WA WA WA WA NIA WA WA NIA 1430.0. ANCHOR CAPACITY TABLE.
2 Ammm 0 227 Nn.QC FQ10(Fig.5k 350 W 350 Id 290 BA 705 fm I478 I. WA 290 Sw WA 315 b, I WA 1 44016. I WA 347 It. 442108 fi60 Q0.
4Ammoa1.75Min.0,CJF421p(Flo.9): 4806. 7001b3 WA WA I NIA WA 360 nn WA WA I WA I NIA I WA 682Is 88500, 712000.
NOTE FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. -•-+ 1,062^ f-- -j 1.000• r-
i
1
TABLE NOTES:
FIGUREI: FIGURE 2: FIGURE3. FIGURE 4: FIGURE e: FIGURE9: 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• • '• • • • • • • • • • ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. ` J
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. ���t ANY LYfyN
• • • • • • • • • 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE R •'
4'000'
SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 4•D00' No.58705 1��
SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -*1
FIGURE& FIGURE 6: FIGURE 7: 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND / -
• • • • GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE �� ��f :•�'
• • • • PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE •�,tt'•.• SATE IF (V��
6063-T5 AND BEA MINIMUM OF.125•THICK STEEL STUDS TO BEA MINIMUM GRADE 33AND.045" 375• 375• iF�t''•:c<ORIDP,.••' -
18
ANGLE CLIP(FIGURES 58fi)MUST BE USED IN PAIRS. INTO METAL SHALL STRUCTURAL
EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL#1ANCHORS#112 7'X 4•X.375' 1'X 4'X A 5' A.IfY jh E�G.E .
ANCHORS INTO WOOD MAY BE STEEL,18.8 S.S.OR 410 S.S. 'T-MULLION MULLION A.LYNN #5870 P.E.
FL P.E.#58705 ,
TABLE 8A Mullion CapacityTable(Ibsen'
Opening Width(fdrvertIcally-sperving"ons)or Opening Haight(forhodwrte"eriting InUflons)
so to 60 In mi. 801a I Go 1. 1001n 12D 1. 1401n Isola y 0
71WV019. P-Anno". 'nn#IIUrq TampnigantI. Rectg.Aar TnuMang RectunWer TmpffdmV. Rdnagwu I T.prrd.a. R-'tzr4W RwLaaawar I MWAIWD. Rodang.W I TpMlane.
122 L-4.0 Laad.g Leadag L..nno Lead-9 L000ns Load" landho 1_"ao Landra LoZ L-.&o L-&V
3A. . =I le
26VAIUM I -E e_ i� h f A:
R K a A 1 1
Tube mull ILI 11 1 1 1 a 1 9 111 C11
ca
IS
ori
421 170.0 8=0 170.0 435 170.0 7" I70.0 M 170.0 Ma 170.0 508 17D.0 9MM 170.0 510 170.0 1116 176.3 GM 179,0 0 1240 170.01 M tMO UN 170.01 521 170,0 1735 170.0 521 151.9 Im 1710.0 521 _j W
-481.-170X 708 170.0 924 170.0 OW 170.0 584 IMO M 170.0 630 170.01 1133 170,0 661 170,0 1275 1700 677 170.0 1417 17" ISM 154.8 1548 170.0 650 1327 IM 170.0 880 110.1 1548 170.0 86D rKil Jcf)
so.sts 1.
T170.0 147 170.0 W3 IIDA 898 170.0 631 170.0 IM 170.0 684 ITOA 1195 170.0 723 170O 1345 170.0 747 107.0 140 170.0 756 139-2 IM 170.0 756 1193 1468 170.0 766 104.4 1463 170.0 758 3 Lr
A F
T9 LLI C3
5410 170.0 797 f74.0 OU IT0.0 056 170.0 Got MLO 1116 170.0 764 170.0 1273 170.0 W3 =1 1376 170.0 837 146.8 t3M IMO 558 1223 1376 me est 184.61375 170A 901 91,7 13M 170G set iR CO
03
so)a 17" 405 170LD 701 170.0 1063 170.0 787 1511.9 1155 170.0 M 139.0, 1135 IRA 930 123.0 1168 loss 019 111.2 1158 1510 012 92.7 1158 WA 005 70A 1158 144.6 He 69.5 11511 144.8_905 Ld to
63111 170.0 930 170.0 745 180.1 1051 170.0 850 137.2 1051 155.9 80 120.1 lost 1420 so Io&7 Iasi 1313 837 90.1 t05I 125.7 = 80.1 1051 119.5 522 BeA tow 110.1 821 60.0 lost 119.1 624 a.
6
651a 167.1 957 i7sD 709 131.3 957 151.5 805 119.4 967 134,0 790 104,4 957 1121.8 777 VU 957 1129 787 SM 957 tWO 769 69.8 W IWD 750 693 967 98,9 748 022 9157 95.9 _748 :D
z
721n 1211.7 8W 1112 0" 10" 804 1152 664 81,9 804 101.3 671 WA 804 91.4 60 71.6 .1 6M K4 094 78.8 643 533 N 8D4 7Z3 833 48.0 O62.9 =9 40.2 804 MA 023
791n 100.4722114A 630 91.2 714 1$7.2 618 7821 7=1 65.3 60 68.4 722 76.7 5% 6" -a 7*.3 1 SM 54J 7= 853 - 4-3X Ta 59.5 51T 39.1 722 W.? 565 342 = W2 E64 L
w to
nIn 101.2 00 toss see "A M 69,3 M 7 &6 Un 533 m 70�5 50 562 so a" 550 X6 sea 60.1 SM 14221 686 54.3 543 36.2 60 1 51A 537 31.6 665 60.7 m <m co P,
13 F-
90 In 65A 515 88.0 467 U.0 $13 67.5 449 47.1 516 50.1 441 412 50 44.7 434 36.6 515 40.8 429 33.0 615 37A 422 273 515 33A 413 23.5 M5 1 30.5 407 20A M 29.1 404 z z N
X
061. su 453 55.8 404 48.3 463 47.1 W 398 433 41.0 391 US 453 36.4 US 342 453 33.0 379 27.2 453 WA 374 226 453 26.6 368 19.4 453 24.3 300 11.0 453 229 3% �2.1-
Ica" U.1 358 30.D = $1.0 356 325 318 27.2 3513 2k4 M3 239 355 25.2 308 212 358 22.7 3N 19.1 -368 20.8 300 15.9 353 100 2Z 1.
L_M - 306 ZL3 338 30.1 301 25.1 336 26.1 297 2ZO 336 232 co
38.1 203 ma 330 20.0 269 IT.6 3M 14.1 285
- 3!01 - ---- -W ]��-16i� X.
120 In WJ028.3 2131 2-10 1" -2-mr
1441n 10.1 201 .3 186
TABLE 88 u 10
ANCHOR CAPACITY ADJUSTMENT FORMULA.- 0
AN 11 R CAP.
An horCepocity Table 4m) 0 A I 1 .11 r
sutmta ZAK CaMrde 311c;aIr. Floom cuu
S2
moil (DP_)X
1
s MULLION cAP.-:7/ ANCHORCAP._
A.hwToe N16103 Waxen 11=00 5,101EIto VVSSEWO&16'8co 1/4' #40""t #125tM *12 qSt�q PRODUCT REVISED
an SlEa r
gQMC
'42 SC_(tZ)j OV
AnchoiClIp Patterns --a. A99MG=r 111MOD A scror P!II su.,.r4 USE THIS FORMULA TO OBTAIN THEIANCHOR 43 ila the Florfda
EAp 1)(Ame on) V 2-11Z 1, 2_1121 3-Iff 1. 2-Vr I" 2-vZ 2' 3-1/0' 7 1 6.& ese 0.32C CAPACITY REQUIRED'CORRESPONDING To AN Bul.....
1-&4' I've llv4r* i4c r I.v4' t-v4I-IfA' 1-1141 4414- I-W 11w -f.3 ACTUAL PRESSURE REQUIREMENT FOR THE .V=117-0630.011
-9;_mS �mto -4di-In to _IR�4MS U08. 2ff)t. 354 tA__A774=01W 374 W. 442 Its r ft
AnchM Qk?ff Un D.C.1812 660 US W the 341� Cite sso ft OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/26/2021
2oft
4 A.h-@ 1.IV MIA Q.Q ISWDftd(Or 01150I)CAP ft 4 48DWS Too to NfA �2_117 3-/I8„
WA store WA WA 111A WA -WA suft sfis 9�-- Ilm t. CAPACITY(FROM THE TABLE)OF THE SELECTED
76
4 AWOM @ r MIn.0.0.I M W Aa*(30/(Fig,SY 7M Ita 783 to we ae isor. 1®G m5 wits mt. N/A 760 IIX 748 lbs am Its 1992 Its W2 MS 85.5 is 1IM Me MULLION.IT WILL YIELD A MINIMUM ANCHOR By
M
4 A.IM 0 tLW MUL ar 11)ZOP.Uft AW Ak-0%9 WA VA WA NIA NIA NIA -VA WA_ _WAWA WA VA N11k WA 1430 Its I CAPACITY WHICH MAY BE USED TO QUALIFY mi.m ro uc ontrol
fAlemrl W
F-up o4g. -19-6 t$ =ms 445M.1 =Me WIbs 140 Is 177 Me 3701M 727 Jb. 3321x5 473 Re _2ft_ 221 te 2B0 Me ADDITIONAL AN TI E
2ARVV5@j.IeMjmo.GjF-C1pMgG)�l ZI01bs 350 to NIA � WA I NIA I NIA 100 Its NIA N/A I WA NfA 30 Be 440 Re 660 rm_j ANCHORCAPACITYTABLE i
NOTE:FOR THE OFFSET CLIP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD MR.
FIGURE 1: FIGURE 2:
TABLE NOTES
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 3,
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE
CUP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS No.687%
BE USED SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS.
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
FIGURE 4: FIGURE 6: FIGURE 6: GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM 0-90.WOOD SHALL
BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE
• 6083-T5 AND BEA MINIMUM OF.125'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND
.046-THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LFAST.125-THICK AND A36.ALL IM'X3,188"X,265"MULLION
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL (1-1/4'VF MULLION) L
9S.S.
10 ANCHORS INTO WOOD MAY SESTECL,I88DR 410&S. It 11700
A.LYNN MILLER,P.E.
FL F.E.#88705
TABLE 9Ay5 p
MuOWn Oa 9city Tebio(IIORR) �r J6
Opening Width(forwrilcal"paraft in ons)orOp6nina Holaht(forhudzcnta5yapatW g nnlllona) �' A
60N 8010 70h 801. Be In 100 IS 12010 140h NOW }��g^ o
Ractanp8df 7hpnflag. Reotan001ar TnplTdarg. ROM.nWfar TmPnM g. R.MGLar Tr.plVM1 g. Raclen9aNr TappMaw. R.canWlOr TraprtNng ReeanpWer T10111n9 RnanWW TrvWId RocanOWar LMdTden9.
,.28.323
'� 023 Logdino Lowing Loa&W Lwd mg wadhg Loading Lwdha Fg'L0ad9q L.adng Lad019 LOedkg Laadlna Load 1-x; Loading Lo.mng Loading L0.d6g L.&q p Y
Alum,MuMo� pp y a� gfi yg r$� pg�' yy qp ga gtlFr rg� sp�' pg {4� yp�' pq� yp fifi 7p7 gp qp` yy� gy Fr �yj qp ig!N6Bk ��- .
d Z8 9 2 s@ Z 8 @ 3 3@ Z 3 d d S 2 2 Z 3 3 8 k a 2 z 6�dU W
42 In 170.01 170.0 435 170.0 1 744 1170.01 47B 170.0 818 170.0 608 1700 882 170.0 518 170.0 1118 170.0 521 163.3 1118 770.0 521 127.7 1118 170.0 521 ISIS 1118 170.0 521 038 1118 170.0 521 0 =
48N 170D 700 170.0 S2/ 170.0 850 03
170.0 681 167. BTB 110.0 630 1M L7 878 1700 661 130.4 876 170.0 M 117.3 073 17oD 080 87.8 BTB 170.0 lea SLB 078 170.0 600 739 078 170.0 860 'J
50.025 In 170.0 747 170.0 5&1 170.0 880 170. 831 150.7 927 170.0 694 131.8 827 1885 708 1173 M 158.1 588 105.5 827 156.3 688 87.8 621 IM3 6.95 7SA 027 16&3 895 a" 827 1563 BOB = �
� �q S
84 In 170.0 797 170.0 612 164.6 869 170.0 Sal 1329 888 163.0 883 1168 gag 141.9 we 107D 869 134.0 88D 827 009 120.8 654 77.3 869 1260 852 612 BBB 1268 052 67.8 868 12&8 867 V, W C3 h
60N 1432 748 16].8 834 ItI4 7d0 1929 810 152.3 718 117.8 608 08.6 748 107.0 509 78.8 748 101,0 592 71.6 748 0&0 607 68.7 746 93.3 683 511 748 93.3 583 44.9 746 938 683 m (� O 6J)
63h 123.7 M 132.0 570 103,7 077 1137 Safi 864 STY 100.4 656 77.3 an 91.4 648 00] en 662 619 0" 0n 61. 634 51.8 M n.0 620 4d2 M 78.7 528 38.7 677 70.7 620
BBN 107.8 817 111.1 630 607 817 07.9 518 78.0 e17 88.9 600 67.3 817 78.9 500 698 817 718 IBI 638 617 B&1 480 44.8 817 BIA 403 98.4 017 83.7 482 33.8 677 637 462 �_ W
72In 82.0 616 87.1 460 08.1 618 74.2 440 602 ON 851 432 51.8 610 .68.9 426 40.1 510 842 410 41.4 518 50.7 414 349 518 48.6 q03 29.6 618 45.0 105 218 516 460 405
6 76 h 709 465 717 408 50.7 466 9Za 398 50.3 465 81.8 390 441 465 49A IN 302 469� 463 378 35.7 405 472 374 28A 465 388 387 25.2 465 38.5 904 220 185 39.2 913 W � �� g �0
7a0 102 441 0&0 387 643 441 67.7 978 46.9 441 608 372 408 M1 46A 368 302 4H 41.6 360 320 441 38.7 358 272 GI 34.9 349 23.3 441 33.1 946 204 Mt 927 US � J �e O Z
90h 42.4 332 43.a 295 364 332 37.0 280 30.3 932 323 284 20.0 332 2B.a 2so 23.a 332 28.1 278 21.2 332 24.1 272 17.7 392 21.3 266 18.2 332 19.6 282 13.3 312 10.7 200 7 Q O r
BBN 35.0 701 95.0 200 2&i 201 30.9 250 76.0 201 264 252 21.8 ?a1 216 TIB iB.1 RBI 21.3 241 179 201 iB.6 2/1 t4B 291 17.1 7s6 17.8 281 16.6 232 O Q N Ol
108 In 21.8 230 261 200 206 21. 21.1 209 A.s 2]0 1&3 201 16d 230 182 786 a F X Z..0 2i0�
111 h 77A 210 211 191 iB0 210
IIA:] 101 101 216 1&e 181 14.1 218 14.9 188 N,
CO
128 h 11.8 187 10.2 170 14.0 187 10.3 187 N w CO Y Y
U h ¢--0
TABLE 913 ANCHOR CAPACITY ADJUSTMENT FORMULA
An mCapalalty Table W ANCHOR CAP-„",,,,,,, u � 5 �
SOWhsa: 2h. one.wrote 3.52 CIld-CMU Fdrad CNU PT Wood Meal (DP.)X( >=ANCHOR CAP.- ao 0
5H6'Eao v4'SSEfw 5N6'Ek0 174'83 Elco 010 seal BI2 Sad 912516d MULLION CAP.,,,,,,,, FPRODUCT REVISED
AOOh07 Cip p01t9m9 Awhorlypa. 3N6'�co Ullmann N/'Eko Utr000n alle°0_UOnacn 114 EIco Ubwan (Og)ecrer(G9) 8.rm7(GS) I
IBbeM Ago.C.W unman Alpa0af9r sale. USE THIS FORMULA TO OBTAIN THE°ANCHOR omplying with the FloridaEdge Dis4ebee pn7 1° 2-v1- 1° 2402' 3116' 1• 2-U2' t' 2.1¢ 2' 3.116' r 0.48' 6.64' 0.324 CAPACITY REQUIRED'CORRESPONDING TO AN mng god•Embedrenl Mi 1-1-4' 1374' 1-Y4' 1au' r 1-V4' 1-114' 1-114' 1.1/4' 1-94' 1-94' t late' 6815' lorka ACTUAL PRESSURE REQUIREMENT FOR THE -No. 17-0630.01
2 Armhca04.75°MIa O.G I Btawada Dhel gip(Flp.ti 38811. 3DO Iba 450109 800 We 1614 We 270 We 20016. 354IS. 740162 374 We B64 IES 9451b. 34109 d421.3 5609. OPENING,WHEN ITIS LOWER THAN THE MUWON E2lplratlon Date 5/26/2021
4 Anch=Q1.15'MIa O.C.7 St&IdW(orObal)CIP(Fla.21 48011. 7001bs WA WA NIA WA 380 lb. WA NIA WA WA WA 692160 Bea!be 1120100 CAPACITY(FROM THE TABLE)OF THE SELECTED 7.
4 Andwis 03'MI&O.C.I(2)205 AMES CUP-I(M.37 700 im 763[ba 680 Is 1660 B. 1898ms 6401ba Sae W. WA 76011. 749 HIS, Sea[be 1MTb9 682 We BOB lbs 1120 ha MULLION.R WILL YIELD A MINIMUM ANCHOR By 1-1
7Awboa®0.64°MN.D.C.lU-C4,hto.100' .1Y NIA WA WA WA WA WA WA WA NIA NIA NIA WA NIA NIA 950 @a CAPACITY WHICH MAY BE USED TO QUALIFY MTamW product Control
1Awho11 NaFC1 ff1g.6j 1051. 195 IN 225 Ibe 445 ae 822 W3 135 W. 140 lb. 17716. 3701SO ta7ISO 932160 473 W. 170 W. 221 lbs 2DO W. ADDITIONAL ANCHOR OPTIONS FROM THE
2 Awhae®1.16'Mia O.CJ F-Olp(Fig.e7 240M.- 3M 9. WA WA WA WA 100 Ib. WA NM NIA WA WA 341 W. 442 lb, 5601.0 ANCHOR CAPACITY TABLE
FIGURE 1: FIGURE 2: TABLE NOTES: 1.260" 1-1.250-1
1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
• . ON LOADING.SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 11(7 11771
`• N NN
�. Y LYNAI
FIGURE 3: 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 3250" 8.260' 5'C�O'•�CENS 41�
ANGLE SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS U F '•.Y,41�i
CLIP MUST SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. -`•'A
0 0 BE USED z*; No,56705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS,HOLLOW AND
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL
FIGURE 4: FIGURE 5: FIGURE B: BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE %� ��=
6083-T5AND BEA MINIMUM OF.100°THICK.STEEL STUDS TO BE AMINIMUM GRADE 33 AND �CI 9 f
.046W THICK(18 GAUGE).STRUCTURAL STEEL TO BE AT LEAST.125'THICK AND A36.ALL •100` .100' ORION..'
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL 115'X 305'X.100" 1.25"X3.2,
,25"X 3.25°X.100' is&./�3.�.• N�``�
• #10 ANCHORS INTO WOOD MAY BE STEEL,1&8 S.S.OR 410 B.S. MULLION FOR MULLION FOR 7,�"IY/�L Ei 1�`t
• FIELD-MULLED UNITS FACTORY-MULLED UNITS A.LYNN MjLLELi,P,E.
FL P.E.#68705
TABLE 10A ® ^s
Mullion Capad7YTable, baht) A
Opsning Wath(fervor imB"parWn0 mUliotB)orOpcning Helght(fnrhadzotdellyspenrlog mdDom)
64h 60 in TOB Be in 9oin 1061n 120 to 144h Isob
126X326 R"Ingd.r TraplrHmg. R942n0a Tap7rriang, R4unigsda TRWrdn9. Roo9ngufa Tt4prrA0g. R4a0"gular Tw9fts"g. Raa4ngaa TalJrmn9• Ratian9ular 7mprrdarl9. R.atimn ulm T�9prrFLmg. Rectander Tmpfrrleng. '
X.B7b L.a07g Lnadkg Lmft L..&g LLading
o.dw Loading to dna in.dn0 L..dk�g Lwdng LaadPq Lee4Lr9 L-6.9 wft Lm1ft Lo94krg LmWhG Sy+
Alum.Tube T" R
Mulltan Ir Ee € �s ��. ire a se € te e - $�. k paps - e se € E IF a a -$ tV€ U Uv U V U V U V V U V Y� U U U Uv U U p. U U
sa a 4"a �a to a as a b �a �s �a �a :9E Q.2 3 4, baa a �a as = .1 a a ka da o "r
42 in 170.0 620 170,0 435 170.0 741 170.0 4T8 170.0 069 1704 506 170.0 992 170.0 519 170.0 1176 '170.0 621 110.0 1240 Ina 621 170.0 1488 17x0 621 170.0 1736 4140 621 1104 1583 In-0 521 W J �
48(n 1146 TOS 170.9 524 170.4 SSG170.0 561 110.0 992 /Tao SU 1740 1133 170.0 661 170.0 1275 170.0 61-7 170.0 MV 170.4 680 770.0 1700 170.0 680 169.7 1979 170.0 -680 148.5 1979 170.0 6800 O.' "-1 (T)
5462510 170.0 747 170.0 663 170.0 WB 170.1 Of 170.0 1046 170,0 694 174.0 1195 170.0 723 170.0 1345 17xO 747 170.0 $491 170.0 756 170.0 1793 170.0 756 L526 1877 170.0 756 133,5 18x7 170,0 156 $ F
6114 170.0 797 174.0 812 770.0 966 170.0 697 170.0 7178 170.0 764 170.0 1276 170,0 W3 Ne.O 1434 1740 837 170A 1594 170.0 856 156A Me 1744 861 t94.1 1769 1740 861 H7.3 1759 170A 861 O W O Ut
Win 170.0 see 1740 701 11&0 1063 170.0 787 170.0 VAD 170.0 976 170.0 t4iT 170.0 00 161.1 1611 770.0 996 $45.0 1511 17x.0 1033 120.8 1511 170.0 1063 103,8 1511 110.0 1D63 90.6 1511 170.0 1043 -I F � (gyp �
9314 170.0 930 170.0 745 170.0 1116 IT4A 860 170.0 1342 170A 040 156.6 1370 170.0 iCIS 1392 1379 170.0 1076 125.3 1370 154.0 !eg2 194.4 1370 tag 1072 89.5 1370 1553 1070 743 1370 1652 1074 a Q.
Q
66h 170.0 974 I70A 789 174Q 1169 A0.0 SM 165.6 1248 170,0 t002 1352 1248 160.6 1013 47.1 1248 147.1 1000 108.9 1248 139.8 909 90.0 1246 130.1 978 77.8 440 129.0 Bib 68.1 12W 179,0 876 V) y
m
Z
7214 167.8 1049 170,0 078 139.9 1049 IW.2 892 719.8 1048 132.1 976 104.9 1068 119.1 BW 932 1019 1097 040 93.0 1619 1027 878 69.9 1019 943 076 69.9 1949 91.2 620 624 10d9 94.1 920 w _J
0 Iain 142,7 1 941 149,1 922 lite S41 12&6 894 101.9 941 1112 791 69.2 941 100.0 777 79.3 Sot 01.7 766 71.4 941 85.6 761 69,6 141 77.6 744 51.0 941 74.0 737 41.6 441 73.3 736 p[ ' � Jz
74m 132.0 694 19TA 783 110.4 894 1149 767 84.3 834 1024 M3 026 894 91.9 740 73.3 094 04.1 770 66.0 B94 783 721 55.0 89! 70.7 707 47.1 091 87.0 701 41.3 8Sd 86.1 690
r r
9014 85.9 671 06,7 696 71.6 671 74.9 6
585 MA 6Tt 653 575 63.7 671 6.2 1 666 47.7 671 52S 558 43.0 671 489 551 35.8 571 43.1 539 30.7 571 39.7 531 2&9 671 37.9 626 0 � c1l
95{4 16.8 690 729 677 69,4 690 81A 618 509 690 63.4 949 44.3 699 41.5 602 343 590 43.0 484 36,4 690 399 498 29.6 690 34.7 477 253 611 31A 461 22.1 610 29.8 /W S F x
1011" d9.7 460 SO.B 421 41A 466 42A 414 359 469 31.1 Ogg 31.1 406 329 442 27.6 466 29.7 396 24.9 tab 27.1 701 20.7 466 23.6 302 179 460 21.2 376 15.6 d6S 19.6 370 h N cm
Ill to dd.6 441 46.7 400 352 441 383 393 32.7 44t 34.1 387 2&6 441 30.2 392 26A 441 272 375 27.5 {<f 2FA J72 tAi 441 213 363 18A 441 103 369 U.3 441 tT.O 351 R lU cn
17p p 4 342 1.0. 4, 0 240 334 227 378 23.7 329 24.1 370 21.3 326 18.1 318 195 721 16.1 370 10.7 314 ® xQj
14474 21.0 262 212 7A2 175 292 179 239 15.0 262 15.3 23H N +� S
C��'Os0.
TABLE 106 ANCHOR CAPACFIY ADJUSTMENT FORMULA: 8f Of ma
AnchorcapacityTable abs) O r;�
SumV41s 27k 4XXrc3e 96X Cali. Hatow cm F6md CMU PTWaod Meta (Dpp}X{ANCHOR CAP.,a,,,,,,1_ANCHOR OAP.-, a
a78HW vb^SSB00Br18PJ0o v498Bto 07nsled X1291641 4H2914i1 MULLION CAP.„, ./ PRODUCTR�VI$ED
Arc"a71pc 3118 e4o Uttrsm v1•EkoU4reean uuaral s<te Bea utlxm um FJeaUpraco0 AggtiX4aar Uq acm Agareoaa sereuSm)sl+a:+t�7 s4�+t�) USE THIS FORMULA TO OBTAIN THE ANCHOR as eom y1»p with the Florida
Anehorcllp Psttems Cod
Sege dsWXe 1" a•trr r 2-112 J-Va' r 2-tre T 2•v2 2' svtr 2 aan• 484• 0821' CAPACITY ftE0U112ED"CORRESPONDING TO AN BuUding e
embrmtml taro• !are 1414• 1.Ue r t•tu• !-va• 1-va• tua• /-tr4• tva' 2 t•3a° !ma rekea ACTUAL PRESSURE REQUIREMENT FOR THE NOA-Flo, 17.0630,01
2Anctess�4.78 MIn O.c.tbiaraasnaOBsd cep(Bg! 990149 MO.& MA
egg lla iS/d Ba 270 Ds 2.Gm 381 He 7401h+ 3T41ps 604 Oa Boblm 3411w 442 Ba 66D Ba OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Dde 5/26/2021
4Archan�i.i5°Mtn.O.0 1St»rmla(ag6c-hC6p{R4 400 b, WA WA HOA 380 fm WA WA NA WA WA 682103 mRe 1120 fm CAPACITY(FROM THE TABLE)OF THE SELECTED
4Artro»®3,Mm.o,q/m Zc0 A1gle W W I lBo 9) 7801b3 "A'e
legs ms 610 bs 6m its WA 760110 748 ms 890 an 1092 as 682103 085 R. 11201a MULLION.IT WILL YIELD A MINIMUM ANCHOR By
3Arxroa6?094'Mh{}.c.tU ,0X9.tao'AtOm N84 IVA WA WA WA NM WA WA WA WA .HLA WA 850 Oa CAPACITY WHICH MAY BE USED TO QUALIFY Mlam a Product Control
1 Anch"I F-M(R6 67 195 e3 44694 0221110 136If. 140 0e 177 Re 37o Im ta7 ps 332110 d73 ms 770105 227 Oa ffi6IDs ADDITIONAL ANCHOR OPTIONS FROM THE
2AntMn 1.leMin0.CIF 061 2A3m5 WA WA NIA 1B0tla WA WA WA WA WA 941 ms 442 m. 66094 ANCHORCAPACITYTABLE,
FIGURE 1: FIGURE2: TABLE NOTES:
t25O 1.250"
i 1)SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION
• * ON LOADING.SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 11(1111 I l l tT7
0 ....,..
FIGURE 3: 3}MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE.FOR EXACT DIMENSIONS,SEE 'L�; y10EN MX
-" ANGLE SHEETS 21.23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS 3. 3.260' ''; ;�rcc
CLIP MUST SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE MOLE LOCATIONS, No.58705
M + BE USED _�
IN PAIRS., 4}SUBSTRATES:CONCRETE SHALL CONFORM TO ACI SPECIFICATIONS.HOLLOW AND y
GROUT-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C•90.WOOD SHALL '" )
BE PRESSURE-TREATED YELLOW SOUT14ERN PINE WITH AN SG OF 0.55.ALUMINUM SHALL BE 4" � .FIGURE 4; FiGURE 5: FIGURE 6: 6063-T5 ANDBEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND ��.n-•, '�A O <tt�
•
.045'THICK(18 GAUGE).STRUCTURAL STEEL TO BEAT LEAST.126'THICKAND A36:ALL %451 :cLORIDP,.'G\' :
• #1008 ORS INTO METAL SHALL#12 ANCHORS INTO WOOD MAY BE STD AT EEL,18- S.S. R 4 3 SCREW THREADS
10 3 S.S.BLOND THE MATERIAL. 1 MULLION FOR 12MULLION FOR 4 "l�A� ('•t
• FIELD-MULLED UNITS FAGTORY•MULLED UNITS A.LYNN MILLER,P.E.
FL P.E.#56705
I -
TABLE 110 ® N g
Mtditon CapacityTahle QDaBif) 3
Openhlg Walsh(Ior"ItIcagyspamft radium)crOPaning Height(for hortzate"pem6rg mdGons) � c'
60N GO[. 70N 90h sob too ftp i. 149N 160M w
1262394 ' TrspTr6rg. Reelang.taJ Tt4plraen0 Re4tvtg0ler Trey TAa+9. Ruueguior Trep7denp. Raaa�dar Tnrpn'eune. Rsdaymar TopTMmg. Rm nopl. T.;076 rg. Renen9War 7roy7rleng, RDcungdar Trzprtrla,g, a •r
1.626 Lbedinp L.uan9 LmmnB U.& LOedNp Landing Leadhg toadn8 In4dap LOe&.p L.eang LnedNg L..fiv L-Ing Lawhv. L.af.9 L.dI.S Lawf% no= U
Arum.TUEo s a» $ .. £» fis €_ U • ., $_
mouton �a
r', u v u ue v ca ue u 41 u v u 9 ra u v u A LY t U
s e � 3 � . _ to 9 �
FA 4' d'¢ 2 $2 31 . $1` � $a i� $� 5 49
42 In 170.0 620 170.0 436 f700 744 1700 470 170A 868 170.0 $06 170.0 092 170.0 519 170.0 1116 170.0 521 170.0 1240 170.0 521 170.0 1488 170.0 521 ROA 1735 UltD 921 170.0 ISM 1T6.0 521 W
J In
4Din 179.0 706 270.4 624 t70.0 850 170.0 684 170.0 992 170.0 630 5708 1133 1709 561 1100 1275 170.0 677 1711A 1417 1700 680 170.0 1700 170.0 600 170.0 1983 170.0 660 1700 2161 170.0 680 o: (r)
50825k 170.0 747 DA 663 ITU 896 170.0 631 170.0 1066 170.0 684 170.0 1195 170.0 723 170.0 1345 170.0 747 170.0 1494 110.0 Ise 17a.0 1799 170.0 756 170.0 2092 170.0 766 IMA 2391 170.0 766 �9
S4Iry 1LLI
70.0 797 IIIA 612 1709 %5 1700 691 174A 1116 170.0 764 170.8 1275 178.0 603 9a0 1434 170.0 037 170.D 16% 7700 656 1709 1913 170.9 881 170.0 2231 179.0 861 160.2 2407 174.D e61 � m cD �
F U 4O C7
co
Win 170.0 8fl5 170D 741 179.0 1063 170.0 79T 170.0 1240 1700 878 170.0 1417 170.4 940 710.0 1594 170.0 898 ITOA 1771 170.0 1003 170.0 2125 1Ta0 i063 Hai 2163 170.0 1053 729.8 2163 iTtl.1 1�3
611. 170.0 934 170.0 745 170.0 1116 170.0 860 iT0.0 1302 170.0 9/0 17D.0 1488 170.0 1016 170.0 1673 17DA '1076 170.0 1159 170.0 1122 1669 266D 1700 1169 134.5 2060 1700 1171 717,7 2060 119.0 1171
§ b6 in 170.0 974 900 189 170.9 lies 174.8 9t3 170.0 1354 170a 1002 170.1 1568 170.0 INS 170,0 1763 1768 1165 1700 1948 176.0 1210 143A 1966 170.0 1276 1226 1965 1M 1288 107.8 1968 1700 1266 O �
z Z JU
J 7210 179.0 1063 170.0 H79 1700 1275 1m.P 1009 tt0.0 HDB 170.0 1126 170.0 1700 170.0 1728 136.1 1731 5700 1315 1387 1734 169.8 7386 115.6 1734 165.9 1361 99.1 1736 150.0 1362 8fi.7 1734 1602 1352 W 250
d 76Ia 170.0 1722 170.0 WT 1740 1316 170.0 fos3 1693 1556 Roo 1209 14TA i658 1652 tM 43L1 1556 1SLS 1266 1179 1556 U1.3 5251 983 1556 118.3 1229 842 1556 1223 1219 73.7 1656 111.2 1216 .��11 6 §IZ
TB to 90.0 1151 1700 BIT 170.0 1381 1700 1116 155.9 1477 169.3 1245 13BA 1477 162.0 1224 1212 1477 139.1 1206 VIA 1477 129.5 1191 90.9 H77 118.8 1169 779 1477 110.0 1168 W2 7677 1093 1764
90 in U2.o 1110 1463 966 1114 1110 1239 968 101.6 1110 1079 961 Bee 1110 Sa3 938 1 Tag tits 978 922- 71.0 1110 MI BID 592 1110 T7.3 891 50.7 fit* 669. 878 44.4 1110 62.7 874 Z Z Q
36 to i17.Il 976 1243 672 975 073 1019 019 83.6 875 803 842 732 976 78.6 IS 6ao 875 712 817 616 975 65A 807 48.8 975 51.4 789 41.8 975 523 776 36.6 9rS 49.3 767
ISOIr822 771 a1,0 694 89.5 771 A2'9A3$5
68.7 771 61.3 674 SIA 771 64.3 664 45.7 T71 49.0 665 41.1 771 449 647 34.3 771 389 632 29A 771 35A 621 25.7 771 32.9 652 0' z
111 in 76,7 730 TJ3 881 7301 730 54.1 730 66.3 640 47.3 730 49.9 631 421 730 45.0 671 37.9 73➢ 4105 614 31.6 730 3.6 600 27.0 730 31.9 699 27.1 TJO 19.5 601 o W
12Din ET 49 624 443 651 973 624 39.2 6N 33.3 624 353' 637 30.0 6241 322 637 25.0 fi24 Z7.7 619 21.4 621 24.8 319 1aT 924 223 501 a X
N
144 N 31.7 433 35.1 400 280 433 24.6 433 250 940 21.7 433 226 38S 143
_ K ELL to-0
TABLE I IB ANCHOR CAPACITY ADJUSTMENT FORMULA: a s ma
Anchorcupatity Table(Iba) ANCHORCAP.,a,,,,, 8
S14S"m 2.7kconemo 15k Cont. Ii"cmu FuknCi4U PTw7La med ([)P-)X( }=ANCHOR CAP
MULL",
vrSOBcoSris'Bc. vrssO.o wosLea W1253ey mzsten M11ULLIONCAP,,,v,,,, PRODUCT REVISED
Anchor COp Pattama AlrcoorTyaa 3rts•a6P coram --a..B4m TW fit Ut7am v4•EPauv- Ago aar gb] pb) USE THIS FORMULA TO OBTAIN THE P=
UlDazan U0200n Aggragal r sdnr(d5)s-ml as cum 1 ns9 with the Florida
Ism Dsame 9n) r 2.vr r' 2•1r aAe r 2112 r 2-VT r. 3.1/11 7 00466 oAr 0.92x• CAPACITY REQUIRED"CORRESPONDING TO AN Building de
FinaemrenL 1$4• Ia+r I3t4• /.4rr 2• I-vr i v r 1-ttr 1-114• "Ir I- 14-Arr 14-Ar vats ACTUAL PRESSURE REQUIREMENT FOR THE NDA-No. 17-0630.01
21kne0N0 N 4.76'NIL 0.c.7 6rmoaa u o may/tRa 1k 390 mf sao a» •iso ms ego los 1644 ft 270 ms 200 IM 354 DS 740(00 004 ms sss to sib 08 717s 442100 ISO Mn OPENING,WHEN IT IS LOWER THAN THE MULLION Expiration Date 05/2612021
4Ar&W 001,15'Mot O.C.I staum(a aeet)411p OR9 W 480Os rm 4n NIR WA NIA NIA WD is WA WA WA WA WA S82ms stun 112014s CAPACITY(FROM THE TABLE)OF THE SELECTED
4AI1h111 "11In O.0/t2)ZZArQWC"J(Rg.3j 780 009 780 On 500 ma foss Dn 1895 mD 6401Ds 563 MS NIA 750100 7411 to. D801hs ISM Its 682 ma 805 ma 1120 as MULLION.IT WILL YIELD A MINIMUM ANCHOR 871
4A.ctoep 036•1ao.O.C.I=p.wo,100'MOD.O`r3 WA NIA NIA WR WA WA WA WA WA NIA WA WA WA - WA 1267 ft CAPACITY WHICH MAYBE USED TO QUALIFY Miom-D PleduCt Con o
IAmror/FCtp In 6r 105 ms 106009 2b 004 445 an 822 an 135004 140 to 177000 970Mx 187IS 332 On 47313 17ow 221 Ifs 2B0 r. ADDITIONAL ANCHOR OPTIONS FROM THE
2Anctr4s�1.1d Mn O.C1F it 23pM 357768 NIA WA NIA WA 19036 WA WA NIA WA WA 347 ms 462 Bn 560114 ANCHOR CAPACITY.TABLE.
1.250•
FIGURE 1: FIGURE2 TABLE NOTES:
• i • S 1)SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION
ON LOADING.SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS.
2)LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLEL7 it//
FIGURE 3: `�� ,'Q�y,.......LYNN*i
.-.
3.80.'
ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE,FOR EXACT DIMENSIONS,SEE �,�•:'410ENSF'••4�i
CLIP MUST SHEETS 21-23.HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS
BE USED SHOWN ON SHEETS 21.23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE LOCATIONS. No.58705
IN PAIRS. 4)SUBSTRATES:CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS.HOLLOW AND
GRO(rr-FILLED CONCRETE BLOCK UNIT(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL '"r' •- rr
FIGURE 4: FIGURES: FIGURE& BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.55.ALUMINUM SHALL BE
6063-TS AND BEA MINIMUM OF.100"THICK.STEEL STUDS TO BEA MINIMUM GRADE 33 AND 624' :dam'•' ATE (V
! .04V THICK(18 GAUGE.STRUCTURAL STEEL TO BEAT LEAST.125'THICK AND A36.ALL •'•F�ORIOP.••' \���
ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL /�S1OLe ,"
• #10 8#12 ANCHORS INTO WOOD MAYBE STEEL,18.8S.S.OR410 S.S, 12S MULLION 624 k1'VNN ldhl�sEK P.E.
FL P.E.#58705
TABLE12A
Mullitm Capacity Table Pb*R) rj
operdngVVtft(for%mrtcally-spardegnwglom)or0pard"ngH ht(forlicilwitsksparrifingmtWorts)
51)h Sol. 7011 w w Do in 100 k 12D In 140 IA 160w
Rw=0jy lv� ti-t� ThwTftg fb:dw0uIr RWrf.V R-t.W. TWIT11-9, P--g.1- 7kWTd.0' Lot Twmv. R 2.1. lhlfffla`g� Ralt-l" TmWMfmg.
Ldg L-ft L.Adwo L-ft L"d"9 1.d.g L-&M tart/
Laarg LdMg I.-Ow Laftg L.W.9 ng LOQ&Q LoadhV
2x4x.25 L-arg
Akim7tib
Cq
Mul.. ja I 'a to
a
.1 Er
2 w 2
28 CJ-
431 Iff 19 ar
Z LLl
42 in 17VkO 620 170.01 435 t70.0 7"1170.01 47$ 170.0 a6l 17CO WS 170,0 02 170.0 610 i7sO ill$ 170�0 $21 170.0 1240 17MIC I 6�Z 170A 148ai'llrati I 92A170.0 IM 170,0 5271 170.0 19M 17D.0 521 0
'Mg 21 -
4681 17D.0 708 into 624 170.0 860 I 170.0 am 170.5 = 17az e30 vu iiii T7o.o-eel 170.0 1276 170.0 677 170.0 1411 l?MQ 1 580 110.0 17W lig.70680 1170.0 19M 1704 690 170.0 ZW 170.0 ago co
'M co
ft&M6In 179.01 741 170-0 OM 179.0 898 1170.0 631 170.0 1046 170.0 654 170.0 1195 170.0 rA 170,01 1346.V0.0' 747 170.0 tail Ingo 758 Mo 7783 ITMD 758 1 170.0 2002 17D.0 756 170.0 2391 170.0 M Ui f
6411 sma I M 110.0 612 1110,0 M 1170.0 691 17aa ilia Iran 754 IX0 1276 17&0 BM 17(LO 1434 117AD 837 170.0 jW4 170.0 858 170.0 1913 JT0.0 881 1170.13 2231 170.0 0601 170,0 25M 170A am Ui C3
tn 0
601n 170.01 ONW5 170.0 701 179.0 1083 1170.0 797 170.0 1240 170,0 078 170.0 1417 170.0 044 17CLO 1594 117MO %a lX0 1771 IMO IC33 17D.0 2125 170.01 1063 1 170.0 2470 170.0 100=3 160,11 2W M10 IM Z) M 20
63 lb. i7ZI)119W 170.9 117-02 1116 170.0 OW 174XO 130 1170.4 W IMA 1438 170.0 1013 1741.0 1673 170.0 1076 IM9 1&% 170.0 J= JM0 2231 1710 1169 IM? 2-553 !70.0 1171 143.9 2563 170.0 1171 A 0
6 In 117MOX 974 llso Tae 170.0 1169 170,0 903 170.0 1364 170.01 1002 170,0 15% 1700 1088 MO 1763 170.0 1155 Ina IM 17ILD 1210 170.0 2338 170.p 1279 151.9 2437 170A 1286 132.9 2437 170.0 12W Q
721 In 170T-,_-I 170.0 678 170.0 �1275 17M0 i0W 170.0 1408 170.0 1125 tMO 1700 t7OX 1226 17Q0 1913 170.0 t3115 170.01 2125 1170.0 1387 146.6 2184 V0.0 1438 124,4 2166 1170�11 IWO 1092 2184 VOLD 100 z
76h 1MO 1122 110.0 637 170.0 IUS JMO 1061) IMO 1574 170.0 1 166.1 I= f7O4 14ZI 148.61 IM 1170.0 IN5 W.5 iM 161.8 150 1011 INO i54,D I= 9ZO 11901) 16Z? 1531
200 IMO 1794 170.0,1322 =)
IN CL i2z
7rrFA
612 [170.1
7. ago
'ag
.a 1__
..7
0.0 jolt 170.0 1 as
2 7ah 170A 11511170.0 967 170.01 U61 170.01 1116 17 250 170.0 1642 170.0 130 15Z7 1061 170A 474 117A 1651 163.1 15M 14.5 1981 147.3 1473 90.2 18811 139A 1459 85.9 1901 '137.0 1454
z
9D to 170.0 13M-1 170.0 1144 149.1 1398 JWQ 1 1219 127.6 1390 1128.0 iiiia 111A 1396 12iA 1179 OA 13" 110.2 11162 09,25 1399 1018 111,17 74Z tW5 89.8 1122 63.9 two aw ties T&9 13" A igoo k- _j
I
7 2_ _3 -.1 1229 M I I
Win 147A-1229 1151.5 IM 122.9 iM 127.8 1079 105.3 229 1112 1061 91L-1229 949 ib" 81.2 1229 89.0 iM 73.7 1229 62A 1016 61A 1Z?8 72.2 993 52.7 9 977 46. 229 62.1 967
gg
.6 gri 4
0711 4.0a-M W74.0971 77.2 837 U) C!
e64T .11 4 17 Gi.8 326 $11.8 971 %.a 816 43.1 071 4g.0 796 37.1) 9711 44,0 782 324 971 40.0 Tit
919
103.5 071 ol.5 877
619 163.1 W X
19 70.8 gas -69r-911; 9 794 510 9 Igi.? 764 477 9119 39.7 pig 44.6 7118 34.1 919 40.2 742 29.0 919 37.1 732
51's 4
as
ill is 9&4 019 07.3 = 796
$1.9
786 47.2 7706 077 373 T86 4.0�5 658 31.5 7888 34.9 603 27.0 786 a a 46 MiA 5
mutsis -7181az :TOE x
50 ".2 -�-W W 312 1 Alif 27.3 W 282 483 24.3 -4W -=V--474-ri 548- 15- - "';ff F2
144 In 43.7 --;;4 36 4
TABLE12B ANCHOR CAPACITY ADJUSTME NT FORMULA: -5)
Anchor Capacity Table ha) .00:T�0e
ads WCMU PTwad Mdw (A CH.011�PP..:7 ANCHORCAP.-
z7kaxtia. aftC=.I HCUM CMU FIL - (OP-)X ,'LU m
A.hW TYPW SMIr FJ-UMM 1116*Ell, ___lo___ 111-so mo 5`161 Elco vr SS eco #to SM 1 1112 9 0112 Steel
AftchorCllp P&ttams UM-- Aawoo=` UR=w Agima" SCw(M&wM serwP5) USE THIS FORMULA TO OBTAIN THEANCHOR PRODUCT REVISED
RLd
gggS C"O'
W-
Ectin USINCO 0 4 1* 1 2-1/Z I V 2-Ur me r 2-1W V 2-2* r 34ir z CAPACITY REQUIRED-CORRESPONDING TO AN as complying with the Florida
2- rafts ACTUAL PRESSURE REQUIREMENT FOR THE 0141141111111 Coda
Emteftml ft 1&4' 1.94- 1 1-814' 1-&C 2- 1 1-114' 141w 1-114. I-VV 1.1114, lAir NOA-H.. 17-0630.01
2AMM60 11,75'W.Or-1 Sttallf Sibs 39D U 1 450E;- ��t. 16"ms 27095 2ED ft 354 On 740= 274 jb. 594110 "a Ma" 341 an 44225 550 its OPENING,WHEN IT IS LOWER THAN THE MULLION -
CAPACITY(FROM THE TABLE)OF THE SELECTEE)
4 Ahm®268'M h O.Q J S WA am M. NIA 05 Ita IJIA am a. WA 682 Im Bw lm 1120 b.
740 on 740 IN 1 630 M5 1485 IM 1424 IDS Expiration onto 05/2612021
6 Amhm C 1.71"MA at.I No MS am 7w ms IWIts WA WA 705 to WA 790lbs WA WA WA j=jt� Wm� 6W to MULLION.IT WILL YIELD A MINIMUM ANCHOR
1092 - -&-0637 5w as ;.ga CAPACITY WHICH MAY BE USED TO QUALIFY By
4AX1100 @ 7 M A 0.0.f(2)NS An910 C41ps 78D IM GM lbs 15M its IB96 1w N/A ?60110 748 Ibq am to ia02 In MUM 55606 11202.
170 go 11=113 2340 tal Miaall-�Product Con el
0,C,J(2)2x.5Arg*C0A31 flo. 111701. 26"DS 010TOS w Its WA Im" J=ft 113M Ibs 28%ft. 1122ft 13V M. i6an as ADDITIONAL ANCHOR OPTIONS FROM THE
ANCHOR CAPACITY TABLE.
T4 X ' '
SAMMIN, NIA WA J41A WA WA WA 14A WA 1A 1A WA WA
6AMM3@0. 1U-CfV.cIo,l2y`AkMf!X81 NIA WA NL& WA N411 W
11A I 1A I A WA :!-A 21 95
W gr_ as
370 Ibs 3M In 91513±=MW5 712 11a I. WA 3481W A 449106 NA 341 1s
A W
379145
a 973 ibs WA WA 1 363115 I N/A I agglIs j 141A I 51115 I GB4 11% 1 Was
60 iib
3AMnas 4 443 bi 525 Ils
NOTE:FOR THE OFFSET CUP,USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP, CIRCLED VALUES ARE USED IN THE 15YAMFLE ON SHEET 24.
FIGURE 1: FIGURE 2: FIGURE3: FIGURE 4: TABLE NOTES:
1)SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.SEE SHEETS 2-4 FOR
)
GENERAL INSTALLATION METHODMETHODS. 4 'kb
FIGURE rx, FIGURES: 2)UNEARINTERPOLATION BETWEEN MULLLENGTHS ANDIOROPENING WIDTHS ISALLOWAStE
260' 6420' _ Na.S$705
3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS,SEE SHEETS 21-23.HOLES TO BE DRILLED IN
THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.FIGURES SHOW SUGGESTED,APPROXIMATE HOLE
LOCATIONS.
ST TE
FIGURE 7: FIGURES: FIGURE 9: FIGURE 10: ANGLE CLIP 4)SUBSTRATES:CONCRETE SHALL CONFORM TO,ACI 301 SPECIFICATIONS.HOLLOW AND GROUT-FILLED CONCRETE BLOCK UNIT 4-
�t'
(CMU)SHALL CONFORM TO ASTM C-90.WOOD SHALL BE PRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG;OF 0.55�
(FIGURES 5&0) low
MUST BE USED ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OFA 25'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND.046'THICK(18 ZX4*Xa5v-kw4UU.
IN PAIRS. GAUGE).STRUCTURAL STEEL TO BE AT LEAST-126"THICK AND A38.ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 74�M&
0NAt-V
"41
A.L 11 I2,P.E.
THREADS BEYOND THE MATERIAL 410 #12 ANCHORS INTO WOOD,MAYBE STEEL,1"S.S.OR 410 S.S. FL P.E,#58705